TENDER FOR Room/ Out-let Construction for Sale of Jaggery/ Sugar

Amount

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundations, trenches, etc. in all kinds of soils, not exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 meters. HSR 4.15.1

1:4:8 ( 1 cement: 4 coarse sand (zone – III): 8 graded cum stone aggregate 40 mm nominal size in Foundation and plinth. HSR 6.1.6

Brick work with common burnt Clay non-modular bricks of class Designation 7.5 in foundation and Plinth in cement mortar 1:6 (1 cement: 6 coarse sand). HSR 7.21.2

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to landing, balconies, shelves, chhajjas, lintels, bands, plain window sills, staircass 1:1.5:3 (1 cement 1.5 coarse sand (zone-III); 3 cum graded stone Aggregate 20 mm nominal size). HSR 6.16

Steel reinforcement for R.C.C work ready to use “cut and bend” rebar of approved make from factory/ Workshop to construction site including placing in position and binding all complete above plinth level. HSR 6.35(1)

Brick work with common burnt clay non-modular bricks of class designation 7.5 in superstructure above plinth level up to floor Iv level in all shapes in cement mortar 1:6 (1cement: 6 coarse sand) HSR 7.22.2

Supply of Good earth as per Analysis attached HSR Approved Items

Providing and laying of base course of floors consisting of 100 mm thick cement 1:8:16 and 100 mm sand or stone filling. HSR 10.1

Providing and laying of conglo- -merate floor 50mm thick cement Concrete topping 1:2:4 Providing a Floating coat of 1.50 mm thick neat Cement laid in one operation to the Topping HSR 10.7 + 10.14

12 mm cement plaster of mix: 1:4 (1 cement: 6 fine sand) HSR 11.5.3

15 mm cement plaster on the rough Side of single or half brick wall of Mix: 1:4 (1 cement: 6 fine sand) HSR 11.6.1

10mm thick cement plaster 1:2 (1 cement: 2 fine sand) HSR 11.4.1

10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay: 1 cow dung) and covered With flat tile bricks, grouted with Cement mortar 1:3 (1 cement: 3 fine Sand) mixed with 2% of integral Water proofing compound by Weight of cement and finished neat: HSR 9.11

Pointing on tile brick work with cement mortar 1:3 (1 cement: 3 fine sand): 11.26.1 flush/ Ruled/ Struck or weathered pointing HSR 11.26

Providing gola 75X75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design: 1 in 75X75 mm deep chase HSR 9.17

Providing and applying plaster of Paris putty of average thickness 1 mm, sqm 41 25 66 of approved brand and manufacturer, over the plastered wall surface even and smooth complete HSR 11.59

Finishing walls with Acrylic smooth Exterior paint of required shade: New work (Two or more coat applied @ 1.67 ltr/10 sqm over sqm 33 64 98 and including priming Coat of exterior primer applied HSR 11.95.1

Making Khurras 45X45 cm with Average minimum thickness of 5 cm cement each 77 88 165 Concrete 1:2:4 (1 cement: 2 coarse Sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C Sheet 1 m X1 m X 400 micron, Finished with 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. HSR 9.18

Providing & fixing PVC Rain Water Pipe 6kg pressure of ISI mark in Cement mortar during masonry Work. HSR 9.57.2

Providing & Fixing PVC bend ISI Mark. HSR 9.58.5.2

Providing and fixing aluminum work for door, windows, ventilator and partition with extruded built up standard tubular section/ appro- priate Z section and other sections of approved make conforming of IS: 733 and IS: 1285, fixing with Dash fasteners of required dia, and Size, including necessary filling up the gaps at junction. All complete as Per architectural drawings and the Direction of Engineer-in-charge. (Glazing, paneling and dash fasteners To be paid for separately): Polyester powder coated aluminum (minimum thickness of polyester Powder coating 50 micron) HSR 12.157.1.3

Providing and fixing glazing in Aluminum door, window, ventilator Shutters and partitions etc. with EPDM rubber/ neoprene gasket etc. Complete as per the architectural Drawings and the directions of Engineer-in-charge. (Cost of Aluminum snap beading shall be Paid in basic item): with float glass Pances of 5 mm thickness (weight Not less than 12.50 kg/sqm) HSR 12.159.2

Fly proof stainless steel grade 304 Wire gauge with 0.5 mm dia, wire and 1.4 mm wide aperture with matching beading HSR 12.9.8

Supplying and fixing rolling shutters of approved make, made of required size M.S laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS:4454- part 1 and M.S top cover of required thickness For rolling shutters. 80X.090 mm M.S laths with 0.90 mm thick top Cover HSR 13.37.3

Centering and shuttering including strutting propping etc. complete. HSR 6.30.5

PART-B Providing & Laying of 80mm thick interlocking tiles & Railing/ M.S Grills. Supply of Good earth as per Analysis Attached. HSR Approved Item

Compaction of & preparation of sub grade including loosening, leveling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT & H specifications (in case of link roads earth work to be done by villagers.) HSR 17.5.3

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work below plinth level and up to (zone-III): 10 cum graded stone aggregate 40 mm Nominal size). HSR 6.1.7

Providing and laying 80mm thick factory made cement concrete inter locking paver block of M-35 grade mode by black making machine with strong vibratory compaction of approved size, design & shape, laid in required colour and pattern over (BIS 15658:2006) and including 60 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer in charge. HSR 10.77

Providing and laying in position cement Concrete of specified grade excluding The cost of centering and shuttering- All work below plinth level and up to Floor IV level: 1:2:4 (1 cement: 2 coarse Sand (zone-III) : 4 graded cum stone Aggregate 20 mm nominal size) HSR 6.1.2

Providing and fixing angle iron frames for Doors, windows and ventilators of mild Steel Angle sections of size 35X35X5 mm, Joints mitred and welded by angle iron 35X35X5 mm or 35X5 mm flat pieces to The existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-in-charge. HSR 13.2

Pulkit Aggarwal

M/s Brij Mohan Building Material Supplier