Providing rain water harvesting system from the roof top of buildings of College of Agricultural Engineering and Technology (one main block and half curved portion of workshop) and College of Agriculture (2nd block) at CCS HAU, Hisar. (incl. elect)

Amount

Public health work 1 to 32:- Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead up to 50 m and lift up to 1.5 m: All kinds of soil (HSR 4.9.1)

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 4.14.1)

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil Pipes, cables etc, not exceeding 80 metre (HSR 4.16.1.1)

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-Ill) : 4 graded stone aggregate 20 mm nominal size)(HSR 6.1.2)

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor four level, excluding the cost of centering, shuttering and finishing: 1 :2:4 (1 Cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 20 mm nominal size) (HSR 6.2.2)

1 :4: 8 ( 1 Cement : 4 coarse sand (zone-Ill) : 8 graded cum stone aggregate 40 mm nominal size) (HSR 6.1.6)

Making plinth protection 50mm thick of cement concrete 1 :3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. (HSR 6.13)

Reinforced cement concrete work in 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 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 6.16)

Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. (HSR 6.30.2)

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 above 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, over1aps, 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. Thermo-Mechanically Treated bars of grade Fe-500D or more (HSR 6.34.6)

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement: 4 coarse sand) (HSR 7.20.1)

Providing and laying of conglomerate floor 50mm thick cement concrete topping 1 :2:4 (HSR 10.7)

Providing and laying of conglomerate floor 40mm thick cement concrete topping 1 :2:4 (HSR 10.8)

Providing and laying of flat brick or tile flooring with bricks of class designation 7 .5 laid dry over a bed of 6 mm thick cement sand mortar 1 :6 grouted with cement sand mortar 1 :4 and top surface to be left clean after wire brushing. (HSR 10.35.2)

Brick on end in soil/edging in required pattern with bricks of class designation (HSR 10.36)

Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. {HSR 10.100.2}

12 mm cement plaster of mix 1 :3 (1 cement: 3 fine sand) (HSR 11.5.2)

15 mm cement plaster on the rough side of single or half brick wall of mix : 1 :6 (1 cement: 6 fine sand) (HSR 11.6.2)

12 mm cement plaster finished with a floating coat of neat cement of mix : 1 :3 (1 cement: 3 fine sand) (HSR 11.11.1)

Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works (HSR 11.68.3)

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. (HSR 11.78)

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (HSR 13.27)

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (HSR 13.29.2)

Double layer brick lining for storage tanks consisting of; (i) 1 O mm thick cement mortar 1 :5 in sub grade (ii) 22.86 cm x 11.11 cm size laid in 1 :5 cement mortar (iii} sand-wiched plaster in 1 :3 cement mortar 12 mm thick (iv) Second layer of brick laid in 1 :3 cement mortar with 6 mm thick 1 :3 cement mortar over sand-wiched plaster, including cost of dressing of sub-grade, scaffolding and curing etc. complete in all respects in Side slopes (HSR 14.30.2)

Single layer brick lining for irrigation channels for discharge up to 150 cusecs consisting of: (i) 1 0 mm thick cement plaster 1 :6 on sub grade. (ii)10 mm thick cement plaster 1 :3 over first plaster (iii)First layer of 68.3 mm thick brick layer (22.86x11.11 mm) laid in 1 :3 mortar over 6 mm thick cement 1 :3 the above cost (total thickness of lining as 9.43 cm) On Side Slopes. (HSR 14.31.2)

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work· Exposed on wall 25 mm dia nominal bore (HSR 22.88.3)

Supply, fixing, laying and jointing of PVC pipe 6 kg/cm² pressure ISI marked of Prince / Supreme/Skipper make, complete in all respect to the direction of Engineering-In-Charge. (NS) (i) 6" i/dia size

(ii) 8" i/dia size

(iii) 10" i/dia size

Providing and fixing in position 1.0 HP capacity monoblock water pumping set, single phase, complete witlh black rubber sunction pipe 1" i/dia size, 20 meter of DUNLOP make, fixed with G.I. elbow 25 mm i/dia, G.I socket 25 mm i/dia and nipple etc as per requirement, of Unik/Unco make complete in all respect to the satisfication of Engineering-In-Charge. (NS) Make:-KSB/LUBI/TEXMO

Providing and fixing PVC coated GI interlocked/chain link fencing of size 3" x 3" (superior quality interlocked/chain link fencing, having hot dip GI wire, of make as approved by Engineer-in-Charge & confirming of IS specifications) of 5mm diameter {3mm dia GI wire and 1mm thick PVC coating over the circumference of wire (total thickness of PVC coating would be 2mm over the wire). It is made clear that the wire size with PVC coating would be of 5mm diameter} fixed over steel frame/posts by means of MS flat and MS bolts/nuts (items of steel frame/posts, flats and bolts/nuts shall be paid separately under respective HSR item) including cutting, drilling holes in all respect as directed by Engineer-in-Charge. (NS)

Earth work in excavation in foundations, trenches, of under ground structures, sullage drains, etc, and other similar works in ordinary soil including dressing of bottom and sides, to correct levels and templates, cutting of trees and bushes, dewatering of rain water, diversion of traffic, fixing and maintenance of caution boards, and night singnals, crossing over trenches for access to houses, watching, stacking of excavated soil, clear from the edge of excavation, and subsequent filling, where required around masonry, in 15 cm layers, with compaction for depth up to 2.5 metres below natural ground level and disposal of excavated earth /surplus soil as directed upto a lead of 3.0 km including loading, unloading and carriage etc., complete in all respect to the satisfection and direction of Engineering-In-Charge. (NS)

Electrical work 33 to 37:- Wires and Cables ;-Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in PVC Conduit etc as required. 1 run of Size 2.50 Sqmm(1.1.80mm) (HSR 23.3.6.2)

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. SPN DB Double Door 4 way ( 2 incoming and 2 outgoing) (HSR 23.22.4.1)

Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:- :- (HSR 23.22.5.1) 6 to 32 amp. MCB SP

6 amp. to 32 amp Double POLE ( HSR 23.22.5.3)

Supply and erection of underground cable 1 meter below ground level covered with sand and bricks including necessary connections, digging and refilling of trenches. 16 sqmm 2 core cable aluminium (Armoured). (NS)

Rajender Godara