Chaudhary Charan Singh Haryana Agricultural University Tender
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Costs
EMD
₹ 19,00,000Document Cost
₹ 20,000Tender Fee
₹ 1,180
Description
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Contact
Tender Id
2023_HRY_327288_1Bid Award Id
ViewTender No
3368-CTender Authority
Chaudhary Charan Singh Haryana Agricultural University ViewPurchaser Address
-Website
http://https://www.hau.ac.in/
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Documents
BOQ Items
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Surface dressing of the ground including removing vegetation
and in-equalities not exceeding 15 cm deep and disposal of
rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil (HSR 4.4.1)
7560
-
-
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Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm 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 or filling up ground depressions, lead up to 50 m and lift up to 1.5 m
All kinds of soil (HSR 4.8.1)
4967.9
-
-
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Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. All kinds of soil (HSR 4.12.1)
140514.25
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-
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Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete (HSR 4.33)
18
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-
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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 cum stone aggregate 20 mm nominal size) (HSR 6.1.2)
164.99
-
-
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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 :4: 8 ( 1 Cement : 4 coarse sand (zone-Ill) : 8 graded cum stone aggregate 40 mm nominal size) (HSR 6.1.6)
6350.01
-
-
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Providing and laying damp-proof course with cement concrete 1 :2:4 (1 cement : 2 coarse sand (zone-Ill): 4 graded stone aggregate 12.5mm nominal size) 40mm thick (HSR 6.8.2)
26.73
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-
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Reinforced cement concrete 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 four level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size) (HSR 6.15.1)
451.4
-
-
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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)
32.87
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-
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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)
362.61
-
-
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Centering and shuttering including strutting, propping etc. and removal of form for
Suspended floors, roofs, landings, balconies (HSR 6.30.3)
164.61
-
-
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Centering and shuttering including strutting, propping etc. and removal of form for
Shelves (Cast in situ) (HSR 6.30.4)
50
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-
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Centering and shuttering including strutting, propping etc. and removal of form for
Lintels, beams, plinth beams, girders, bressumers and cantilevers (HSR 6.30.5)
60
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-
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Centering and shuttering including strutting, propping etc. and removal of form for
Columns, Pillars, Piers, Abutments, Posts and Struts (HSR 6.30.6)
944
-
-
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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. Thermo-Mechanically Treated bars of grade Fe-500D kg or more. (HSR 6.33.6)
3212
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-
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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)
10423
-
-
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Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in:
Cement mortar 1:4 (1 cement: 4 coarse sand) (HSR 7.21.1)
1620.86
-
-
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Brick work with common burnt clay non-modular bricks of class designation 10 .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 7.22.2)
169.42
-
-
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Extra for specially moulded brick work in circular work such as wells, shafts, circular sumps, pumps chambers, etc. in which specially moulded or cut-bricks have to be used; but for which no centring or supports are required up to 4.5 metres internal diameter. (HSR 7.65)
138.6
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Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1 :3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1 :3 (1 cement : 3 fine sand) and finished neat:
With common burnt clay non-modular brick tiles of class designation 10 (HSR 9.14.1)
96.93
-
-
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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 :
In 75x75 mm deep chase (HSR 9.17.1)
4379.71
-
-
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Making khurras 45x45 cm with average minimum thickness of 5 cm cement 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)
18
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-
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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 pipes.
110 mm diaMeter (HSR 9.57.2)
37.45
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-
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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. Bend 87.5° 110 mm bend (HSR 9.58.5.2)
9
-
-
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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)
136.73
-
-
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Providing and laying of conglomerate floor 50mm thick cement concrete topping 1 :2:4 (HSR 10.7)
37755
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-
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Providing and laying of conglomerate floor 40mm thick cement concrete topping 1 :2:4 (HSR 10.8)
804.59
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-
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Providing and laying cement plaster skirting up to 30 cm height, with cement mortar 1: 3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement.
18 mm thick (HSR 10.13.1)
10.8
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-
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Providing and laying of flat brick or tile flooring with bricks of class designation 7 .5 laid in cement sand mortar 1 :4 on 100 mm thick cement concrete 1:8:16 and 100 mm sand filling and cement pointing 1 :2 on top. (HSR 10.35.1)
1680
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Cement Concrete 1 :8:16 Flooring Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. (HSR 10.100.2)
590
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-
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12 mm cement plaster of mix : 1 :2 (1 cement: 2 fine sand) (HSR 11.5.1)
358.38
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-
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12 mm cement plaster of mix : 1 :6 (1 cement: 6 fine sand) (HSR 11.5.4)
401.31
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-
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15 mm cement plaster on the rough side of single or half brick wall of mix : 1 :4 (1 cement: 4 fine sand) (HSR 11.6.1)
1328.93
-
-
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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)
7116.23
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Pointing on stone slab ceiling with cement mortar 1 :2 (1 cement : 2 fine sand): (HSR 11.29.1)
Flush/ Ruled pointing
89.64
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-
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Cement rendering on plaster 1 mm thick (HSR 11.52)
458.1
-
-
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White washing with lime to give an even shade New work (three or more coats) (HSR 11.61.1)
279.18
-
-
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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)
112
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-
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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)
137.1
-
-
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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 35x 5 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)
270
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-
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Providing and fixing factory made ISi marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections,
joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).
Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) (HSR 13.8.1 )
477
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-
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Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 4.0 mm thick glass panes (HSR 13.10.1)
19.98
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-
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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)
3400
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-
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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)
1722
-
-
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Providing and fixing mild steel round holding down bolts with nuts and washer plates complete (HSR 13.31)
81
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-
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Providing and fixing bolts including nuts and washers complete. (HSR 13.32)
10500
-
-
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Dressing bed and preparation of sub grade for lining by mechanical/ mannual means (HSR 14.1)
37625
-
-
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Dressing side slopes and preparation of sub grade for lining by
mechanical/ mannual means (HSR 14.2)
6800
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-
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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)
11736.33
-
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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)
1512.41
-
-
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Providing & fixing cast iron double flanged swing check type reflux (non return) valves PN-1.6 marked with IS:5312 including nuts & bolts marked with IS:1363, rubber sheet marked with IS:638 etc., carriage loading, unloading, stacking, handling, re-handling etc. Complete in all respect to the satisfaction of Engineer-in-charge.
80 mm i/d (HSR 20.11.1)
9
-
-
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Providing and fixing Ductile Iron Double seal manhole covers and frames of 610 mm x 610 mm with locking arrangement on clear water tanks including cost of setting in Cement concrete 1 :2:4 to correct alignment and levels including carriage, loading, unloading etc. complete in all respects to the satisfaction of Engineer-in- Charge. (HSR 20.61)
450
-
-
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Supplying erection, testing of fully automatic electric control panel board for T/Wells in Pump Chamber consisting of MS sheet of thickness 14 gauge duly painted box type floor mounted made of angle Frame containing 1 no. fully automatic air brake starter suitable for Motor of the following capacity, Min switch of suitable range with HRC fuse, 1 no. volt
meter (0 to 500 volts), 1 No. Amp. Meter of O to 100 amp. 3 sets of indicating lamp capacitor of suitable capacity and 1 no. single phase preventers with the timer switch including wiring in panel board and suitable electric energy meter wiring in Electric Control Panel Board complete in all respect as per specification given in Schedule No. II, Including MCB, suitable, Capacitor, Wooden Box etc as per site requirement complete in fal respect.
Make:- L&T, SIEMENS, BCH, SCHNEIDER
10 HP Motor (HSR 20.114.1)
18
-
-
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Supplying, erection, testing and commissioning of Horizontal motor pumping set for clear water having head 20. 00 m as per the indicated requirements of discharge in LPM and power capacity in BHP
Make: KSB, CRI, Kirtosker, Crompton Greeve, Lubi)
10 HP Motor (HSR 20.115.15)
18
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-
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Providing & fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS: 1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1 :2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge (HSR 21.28)
180
-
-
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Providing and fixing G.I. pipes complete with G.I. fittings including trenching up to 0.30m to 1.00m depth and refilling etc.
External work
80 mm dia nominal bore (HSR 22.91.8)
152.4
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end):
80 mm nominal bore (HSR 22.98.7)
9
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-
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Providing amnd fixing marble strip of size 14 mm to 17 mm thick and 35 mm wide in cement concrete/ terrazzo flooring fixed in position, complete in all respect as per drawing and design or as directed by Engineer-in-charge. (NS)
164.61
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-
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Earth filling under floors with dune sand (tiba sand), brought from outside (any lead), in 15 cm layer including laying, dressing, watering ramming, consolidating, excavation, carriage, loading, unloading and compensation, etc., complete (NS)
180.9
-
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Providing and fixing RCC Nakka 34'' x 34'', complete with plate & lid (Heavy duty) complete in all respect as per direction of the Engineer-in-Charge.(NS)
18
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-
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Lowering of sub soil water by providing well point system including cost of boring, providing and installing 90 mm or more i/dia PVC pipes for bore, developing for a successful bore, providing and installation of pumping machinery of 2.5 or more HP, suction/delivery pipes, disposal of water including cost of repairs, maintenance, running cost of pumping machinery, electric and diesel oil charges consumables, pay of the operational staff and dismantling of the pumping machinery bores with sand after use and re-installation of the same to the next site for erecting of the above process of well point system. Nothing extra will be paid for any difficulties met with during execution/construction complete description as per direction of Engineer-In-Charge. (Note:- Dismantled material after completion of work like PVC pipe, pumping machinery etc. will be the preparation of the agency) (NS)
310
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-
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Providing and fixing GI interlocked fencing of size 3'' x 3'' made of 10 gauge wire fixed in angle iron frame by means of M.S. flat & bolts/nuts (items of M.S. flat, angle ion frame and bolts/nuts shall be paid separately under HSR) including drilling holes in MS flat etc., complete in all respects as per architectural drawing and design. (NS)
8314
-
-
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Providing and fixing 10 gauge GI wire at top, middle & bottom of interlocked fencing including cutting, complte in all respect as directed by Engineer-in-charge. (NS)
750
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Electrical work 67 to 98:-
MCCB ,DISTRIBUTION BOARDS, MCB’s, RCCB's, CHANGE OVER etc.
Supply and erection of Modular case circuit breaker single pole/4 pole on existing wall/pedestal/Panel including bounding to earth and making necessary connections required to complete the job in all respect up to the entire satisfaction of the Engineer-in-charge of the work
TRIPLE POLE MCCB 16 to 100 Amp, 25 KA (HSR 23.22.1.3)
7
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-
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MCCB Enclosure made of Sheet Steel suitable for mounting MCCB of following ratings
MCCB up to 125 A FP (HSR 23.22.2.1)
7
-
-
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EARTHING AND LIGHTING ARRESTOR
Earthing with G.I earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. as required. (HSR 24.1.1)
16
-
-
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EARTHING AND LIGHTING ARRESTOR
Extra for using salt and char coal/coke for pipe earth electrode as required. (HSR 24.1.2)
16
-
-
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Earthing with G.I. earth plate 600mm x600 mmx 6 mm thick including accessories and provinding masonry enclosures with cover plate having locking arrrangement and watering pipe etc. ( but without charcoal or coke and salt ) complete as required. (HSR 24.1.3)
4
-
-
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Extra for charcoal or coke and salt for G.I. plate earth electrode. (HSR 24.1.5)
4
-
-
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Supplying and laying 25mmx3mmG.I.strip in 40mm dia, GI pipe as/from earth electrode including soldering etc. asrequired. (HSR 24.1.7)
50
-
-
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Providing and fixing 25 mm x 3mm G.I. strip on surface or in recess for connectionsetc.asrequiredwithalllabourandmaterial. (HSR 24.1.8)
50
-
-
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Providing and laying earth connections from earth electrode with 4.00mm dia G.I. wire in 15mm dia G.I. pipe from earth electrode as required. (HSR 24.1.11)
160
-
-
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Supply and erection of aluminium lugs heavy duty including crimping etc. up to the entire satisfaction of the Engineer-in-charge of the work.
50 sqmm (HSR 24.2.8.7)
50
-
-
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Supply and erection of prestressed cement concrete pole 9 metres long 105 mm x 115 mm at top and 105 mm x 315 mm at bottom wit working load of 200 kg burried 1.80 m in ground complete in all respect. (NS)
50
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-
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Erection only of prestressed cement concrete pole 9/11M metres long burried 1.80 m in ground, complete in all respect. (NS)
50
-
-
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Transportation of prestressed cement concrete pole 9/11M metres long poles from University Store in the university premises within 5-10 Km, complete in all respect. (NS)
50
-
-
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S/E of Galvanised D strap made out of 50*6 mm flat suitable for 9M long PCC pole , complete in all respect. (NS)
100
-
-
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Making guarding with 8 swg G.I wire on HT/LT lines including the cost of GI wire, complete in all respects. (NS)
100
-
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S/E of fabricated Galvanished M.S channel 100 * 50* 6 mm/ MS angle Iron 50*50*6 mm/ M.S flat 50*6 mm on PCC poles 9 mtr long as per ISI specifications ( for H pole Structure, Transformer Platform etc.) make: Sail, TATA
800
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S/E of 11 KV Gang operated switch confirming to latest IS specifications & amendments i/c suitable size of copper blade, Handle G.I pipe , with the help of channels of size 75 x 40 x 6 mm (heavy duty) etc. make : Rashtriya (NS)
2
-
-
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S.I.T.C of 200 KVA outdoor type non-sealed three phase 50 Hz 11/433V copper wound oil immersed naturally cooled distribution transformer complete with fitting confirming to 4 star rating of BEE with latest specification and acc. Complete in all respect, as per latest specification level-2 as per DHBVN norms. Jaybee/ Nucon/ Crompton
1
-
-
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S/E of G.I nut and bolts of all sizes as per IS:1363/1966, complete (NS)
120
-
-
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S/E of 9M PCC Pole stay set complete in all with stay wire and Egg insulator comprising of MS rod of 18 mm dia 1.8 mtr long to withstand 1000 kg load etc, complete in all respect. (NS)
20
-
-
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Supply and Erection of underground cable, loose in existing pipe or trenches complete with necessary connections: 50 sq nn x 4 core cable (NS)
Make: Havells, Kei, Finolex
2700
-
-
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S/E of ACSR 50 sqmm complete in all respect. (NS)
3
-
-
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S/E of LT fuse board with aluminium strip on Acrylic sheet , complete (NS)
1
-
-
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S/E of 8SWG GSL wire for cable sagging, complete in all respect. (NS)
400
-
-
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S/E of Suspension Clamp complete with J bolt suitable to mount on 9 mtr PCC Pole complete in all respect for hanging arrangement of 50 * 4 core L.T cable. (NS)
100
-
-
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S/E of Bokki for road crossing of L.T cables including cost of pipe 110 mm 6 kg complete in all respect. (NS)
20
-
-
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S/E of 25 KVA 11/0.433 KV 250V three phase copper wound BEE 4 star rated oil immersed naturally cooled conventional outdoor type distribution T/F as per Nigam Tech spec. and relevant ISS with latest amendments. (NS)
Make: Jaybee/ Nucon/ Crompton
1
-
-
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S/E of 11KV Polymeric disc insulator with fitting on PCC pole as per DHBVN requirement , complete in all respects . (NS)
Make: Rashtiya
9
-
-
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S/E of 11 KV Polymeric pin insulator with G.I pin complete on 9M PCC pole of approved make by DHBVN, complete in all respect to entire satisfaction of EIC. (NS)
Make: Tesla, Rashtriya
9
-
-
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S/E of LT shackel insulators complete in all respects. (NS)
Make: Tesla, Rashtriya
100
-
-
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S/E of metal clad bus bar chamber made from 1.6 mm thick M.S sheet and fixing with rag bolts on wall or on existing edestal/ angle iron frame including bonding, detachable, top and bottom including painting and necessary connection etc.(i.) 100 amp 4 bars of 55 cm each (cross section 25 mm x 5 mm) chamber over all size 60 cm x 45 cm x 18 cm (Copper Busbars) (NS)
7
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Re-sagging/ tigthing of existing L.T Span ACSR size upto 50 sqmm ACSR complete in all respect. (NS)
3000
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