Educational and Research Institute Government Departments Closing in 0 days TDR #34504865

Tender For Construction Of Boundary Wall And Gates Along With Security Hut At Rrs, Kharkhari (Bhiwani) Of Mhu, Karnal

Issued by Government Departments · karnal, Haryana
Tender Value
35.46 Lakhs
Estimated cost
Bid Submission
11 Nov 2022
0 days left
EMD
7.09 Lakhs
Bank guarantee accepted
Document Fee
17700
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
karnal → Haryana
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Construction Of Boundary Wall And Gates Along With Security Hut At Rrs, Kharkhari ( Bhiwani ) Of Mhu, Karnal

BOQ

Name of Work:Construction of Boundary Wall and gates along with security hut at RRS, Kharkhari (Bhiwani) of MHU, Karnal
Sl. No. Item Description
1Description and details
2A. (Civil Works) Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
3Earth 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.4.14.1All kinds of soil.
4Providing 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:6.1.61 :4: 8 ( 1 Cement : 4 coarse sand (zone-Ill) : 8 graded stone aggregate 40 mm nominal size)
5Steel 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.6.33.6Thermo-Mechanically Treated bars of grade Fe-500D or more
6Steel 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.6.34.6Thermo-Mechanically Treated bars of grade Fe-500D or more.
7Providing 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:6.14.1 1:1.5:3 (1 cement : 1.5 coarse sand(zone-111) : graded stone aggregate 20 mm nominal size)
8Reinforced 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 : 6.15.11:1.5:3 (1 cement : 1.5 coarse sand(zone-111) : graded stone aggregate 20 mm nominal size)
9Centering and shuttering including strutting, propping etc. and removal of form for 6.30.1Foundations, footings, bases of columns, etc. for mass concrete
10Centering and shuttering including strutting, propping etc. and removal of form for6.30.5 Lintels, beams, plinth beams, girders, bressumer sand cantilever
11Centering and shuttering including strutting, propping etc. and removal of form for6.30.6 Columns, Pillars, Piers, Abutments, Posts and Struts
12Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in:7.21.1Cement mortar 1:4 (1 cement: 4 coarse sand)
13Brick 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 :7.22.1Cement mortar 1:4 (1 cement: 4 coarse sand)
14Making 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.
1515 mm cement plaster on the rough side of single or half brick wall of mix :11.6.2 1 :6 (1 cement: 6 fine sand)
1610 mm thick cement plaste11.4.2 1 :3 (1 cement: 3 fine sand)
1712 mm cement plaster of mix :11.5.4 1 :6 (1 cement: 6 fine sand)
18Pointing on brick work or brick flooring with cement mortar 1 :3 (1 cement : 3 fine sand): 11.25.1Flush / Ruled/ Struck or weathered pointing
19Steel 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.13.29.2In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
20Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.12.50.1 Fixed to steel windows by welding.
21Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
22Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm indepth, consolidating each deposited layer by ramming andwatering, lead up to 50 m and lift up to 1.5 m.
23Excavating, 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.
24Providing and laying cement concrete pavement with 1 :2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete.
25Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 11.96.1New work (Two or more coats applied @ 1.43 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
26Painting the wooden I metal surface with synthetic enamel paint of approved brand and manufacture to give an even shade11.82.1Two or more coats on new work
27Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : 12.157.1 For fixed portion12.157.1.2Powder coated aluminium (minimum thickness of powder coating 50 micron)
28For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)12.157.2.2 Powder coated aluminium (minimum thickness of powder coating 50 micron)
29Painting 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 complete 9.10.1 With residual type petroleum bitumen of grade VG -10
3010 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: 9.11.1 With common burnt clay non-modular brick tile of classdesignation 10
31Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : sqm 235 368 603 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1 :3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.
32Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1 :4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.10.63.2 Size of Tile 600x600 mm
33Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1 :3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.10.67.2 Size of Tile 600x600 mm
34Providing and fixing glazing in aluminium 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 aluminium snap beading shall be paid in basic item): 12.159.1With float glass panes of 4.0 mm thickness (weight not less than sqm 10kg/sqm)
35Providing 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.9.57.2 110 mm diameter
36Providing 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 1 O mm gap for thermal expansion.9.58.1 Coupler 9.58.1.2110 mm
37Providing 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)6.8.2 40mm thick 6.10 Providing & applying a coat of residual petroleum bitumen of grade of VG-1 O of approved quality using 1. 7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.
38Providing of JCB including the cost of driver, fuel etc. for levelling of land, removal of roots of any size inside the University land as directed by Engineer In Charge.
39(Electrical Work)COPPER WIRING WITH MODULAR SWITCHES IN PVC CONDUIT 23.4.1 Wiring for Light/Fan/call bell point with modular type switch/socket and GI box, Modular type face plate etc in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe. 23.4.1.1 Group A
40Group B
41Group C
42Wiring in PVC 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 Modular type socket and 1 no 5/6 Amp Modular type switch required GI Box ,modular face plate etc complete as required23.4.4.2Group B
43Wiring in PVC 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 Modular socket and 1 no 15/16 Amp Modular switch required GI Box , modular face plate etc complete as required23.4.5.3Group C
44Wiring 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 existing MS/PVC Conduit etc as required. 23.5.6.11 run of Size 1.50 Sqmm(1/1.40mm)
45Supply 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.23.22.4.2 SPN DB Double Door 8 way ( 2 incoming and 6 outgoing)
46Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:-23.22.5.16 amp. to 32 amp Single Pole
476 amp. to 32 amp Double POL
48EARTHING AND LIGHTENING ARRESTO Earthing with GL earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. (but without charcoal or coke and salt) as required
49Extra for using salt and char coal/coke for pipe earth electrode as required.
50Supplying and laying 25mm x 3mm G.I. strip at 0.5 metre below ground as metre 53 strip earth electrode including soldering etc. as required.
51Supply & errection of LED Flood light 60 watt made up of pressure die cast aluminium housing with toughened glass & high power LED\"s & secondary lenses with IP-66 protection complete with errection and petty material required to complete the job in all respect upto the entire satisfaction of Engineer in charge. Make Crompton, Wipro, Bajaj, Twinkle-LUXMAX.LFLSAT-CDL 60M Crompton.
52Supply, erection, testing of Ceiling fans IS marked (as per IS code 374) with suitable GI pipe complete in all respects complete as per directions of Engineer-in-charge.48\" (1200mm)
53Supply & errection of LED Batton made of Aluminium housing complete in all respect of capacity 18Watt.
54Supply and errection of 25 watt LED down lighter square type complete in all respect.
55Supply and errection of 15 watt LED down lighter square type complete in all respect.
56P.H Items:-Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete 12.99.1 300x10 mm
57150x10 mm
58Providing and fixing aluminium hanging floor door stopper, ISi marked, anodised (anodic coating not less than grade AC 1 O as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete12.103.2 Twin rubber stopper
59Providing and fixing white vitreous chinaware flat back or wall comer type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required:22.25.2One urinal basin with manually operated 5 litres PVC cistern and manually operated stop cock/ angle valve
60Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 22.22.1 White vitreous chinaware Orissa pattern W.C. pan of size580x440 mm with integral type foot rests
61Providing and fixing in position C.I. plain Nahani Trap conforming to I.S.I. specifications and of self cleaning design with C.P. brass hinged grating with frame complete 22.20.2 With 75 mm internal diameter outlet
62Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : 22.89.1 15 mm dia nominal bore
6320 mm dia nominal bore
64Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :22.94.115 mm nominal bore
6520 mm nominal bor
66Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end):22.98.220 mm nominal bore
67Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :22.103.220 mm nominal bore
68Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 22.104.1 15 mm nominal bore
69Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 22.108.1 15mm nominal bore
70Providing and fixing PTMT grating of approved quality and colour. 22.123.1 Circular type 22.123.1.1 100 mm nominal dia
71Providing and fixing Unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour.22.128.1 15 mm nominal bore with 30cm length
72Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS: 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
73Providing and fixing floor mounted, white vitreous chinaware single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous chinaware cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge.
74Providing and fixing 8 mm dia C.P. I S.S. Jet with flexible tube up to 1 metrelong with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge.
75Providing and fixing white vitreous chinaware wash basin including making all connections but excluding the cost of fittings 22.3.2Flat back wash basin of size 550x400 mm
76Providing and fixing white vitreous chinaware pedestal for wash basincompletely recessed at the back for the reception of pipes and fittings.

AI Tender Summary

OUR REF NO 34504865
AUTHORITY Government Departments
TENDER VALUE 35.46 Lakhs
LAST DATE 11-11-2022
Authority
Authority Name MAHARANA PRATAP HORTICULTURE UNIVERSITY
Work Description Construction Of Boundary Wall And Gates Along With Security Hut At Rrs, Kharkhari ( Bhiwani ) Of Mhu, Karnal
Basic Detail
Tender No MHU/EO/2022/13/B. Wall Kharkhari
Bidding Type Tender
Location
City karnal
State Haryana
Key Dates
Publish Date 22 Oct 2022
Submission Date 11 Nov 2022
Open Date 14 Nov 2022
Finance
Tender Value 35.46 Lakhs
Tender Fee 17700
EMD 7.09 Lakhs
Exemption Not Available
Document List
03519ce1-2755-4c8d-8a16-f34f47b09a4e.html
BOQ_316201.xls
DNIT_Kharkhari_B.Wall.pdf
Tendernotice_1.pdf

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Tender Timeline

Oct 22, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 11, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Nov 14, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

03519ce1-2755-4c8d-8a16-f34f47b09a4e.html

xls

BOQ_316201.xls

Wall

DNIT_Kharkhari_B.Wall.pdf

pdf

Tendernotice_1.pdf

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