Tender for Construction of Pinni Room at Milk Plant Sirsa

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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. HSR No.4.14.1

1:5:10 (1 cement : 5 coarse sand (zone-Ill): 10 cum graded stone aggregate 40 mm nominal size) HSR No.6.1.7

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level: Unit 1 : 1. 5: 3 ( 1 cement : 1. 5 coarse sand (zone-Ill): 3 cum graded stone aggregate 20 mm nominal size) HSR No.6.14.1

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:Cement Mortar 1:6 (1 cement: 6 coarse sand). HSR No.7.20.2

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 and sizes in : Cement mortar 1:6 (1 cement: 6 coarse sand) HSR No.7.22.2

Reinforced cement concrete work in beams, suspended floors, cum 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 floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1: 1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size). HSR No.6.16

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. Cold twisted bars HSR No.6.33.3

Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. mass concrete & Suspended floors, roofs, landings, balconies &Lintels, beams, plinth beams, girders, bressumers and cantilevers HSR No.6.30.1 & 6.30.3 & 6.30.5

Earth work with a lead upto 10 km HSR No.3.1.2 & 3.2.2

Painting top of roofs with bitumen of approved quality @ 17kg per 1 O sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil completeWith residual type petroleum bitumen of grade VG -1 O HSR No.9.10.1

10cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow-dung) and covered with machine moulded 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. With machine moulded common burnt clay non-modular brick tiles of class designation 12.5, conforming to IS 2690 HSR No.9.12.1

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 n 75x75 mm deep chase HSR No.9.17.1

Providing and fixing 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 150 mm diameter HSR No.9.57.3

Pointing on tile brick work with cement mortar 1:3 (1 cement : 3 fine sand) Flush/ Ruled/ Struck or weathered pointing HSR No.11.26.1

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 1O mm gap for thermal expansion Bend 87.5° HSR No.9.58.5.3

Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete HSR No.11.59

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 No.10.1

Providing and fixing of Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete HSR No.10.38

Washed stone grit plaster on exterior walls height up to 1 O metre above sqm ground level, in two layers, under layer 12 mm cement plaster 1 :4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer@ 2 kg of cement per square metre, top layer 15 mm cement plaster 1 : 1 / 2:2 ( 1 cement: 112 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in-charge (payment for providing grooves shall be made HSR No.11.39

12 mm cement plaster of mix : 1 :4 (1 cement: 4 coarse sand) HSR No.11.8.1

Providing and applying plaster of paris putty of 2 mm thickness over plastered sqm surface to prepare the surface even and smooth complete. HSR No.11.59

Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied@ 3.84 kg/10 sqm) HSR No.11.94.1

Providing and applying plaster of paris putty of 2 mm thickness over plastered sqm surface to prepare the surface even and smooth complete. HSR No.11.59

Casement door with top hung ventilator with 3D and S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 64 mm, sash 67 x 110 mm & mullion 67 x 80 mm all having wall thickness of 2.3 ±. 0.2 mm and single glazing bead / double glazing bead of appropriate dimension.(Area of door up to 2.50 sqm) HSR No.12.133.2

wiring for Light/Fan/call bell point in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick MS conduit pipe, without separate control switch HSR No.23.1.3.3

Wiring for Twin control light point with 2 nos , 2-ways, 5 amp. switch in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick MSconduit pipe. HSR No.23.1.2.3

Wiring in MS conduit system for 3-pin 5amp. Plug point by using 2 no 1.5 sqmm FRLS copper wire and 1 no 1.5 Sqmm FRLS copper wire , including providing 1 no 5/6 Amp 3/5 pin socket and 1 no 5/6 Amp switch required MS Box etc complete as required HSR No.23.1.4.2

Wiring in MS conduit system for 3-pin 15amp. Plug point by using 2 no 4 sqmm FRLS copper wire and 1 no 4 Sqmm FRLS copper wire for earthling , including providing 1 no 15/16 Amp 3/6 pin socket and 1 no 15/16 Amp switch required MS Box etc complete as required HSR No.23.1.5.3

Supply and erection of double door sheet steel enclosure distribution board suitable for MCBS and ELCBS etc. recessed in wall including bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work. Vertical TPN DB Double Door 12 way (8 incoming 3 phase*12 outgoing) HSR No.23.22.4.12

Supply and erection of 20mm x 3 mm thick GI, tape fixed with suitable G.I. staples of same size. HSR No.24.1.14

Extra for charcoal or coke and salt for G. I. plate or copper plate earth electrode. HSR No.24.1.5

Panels/Feeder Pillars having incomers of more than 1600 A and up to Four pole 4000 A, Base Mounting frame made of ISMC 200*75*6.2 mm HSR No.23.24.2.5

Water proffing with Zdex chemical HSR No.NS