Housing Urban and Rular Development Government Departments Closing in 0 days TDR #57878749

Tender For Construction And Development Work Of Sports Stadium At Bhadra (Hanumangarh).

Issued by Government Departments · Hanumangarh, Rajasthan
Tender Value
1.65 Crore
Estimated cost
Bid Submission
15 Oct 2026
0 days left
EMD
3.30 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Hanumangarh → Rajasthan
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Construction And Development Work Of Sports Stadium At Bhadra (Hanumangarh).

BOQ

Name of Work:- Construction and development work of sports stadium at Bhadra (Hanumangarh).
Sl. No. Item Description
1GROUND CLEARING & LEVELLING WORKS
2Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
3Falling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches removing the roots and stacking of serviceable material and disposal of unserviceable material.
4Beyond 30 cm girth upto including 60 cm girth
5Beyond 60 cm girth upto including 120 cm girth
6Stripping, storing and preservation of top soil by keeping it damp in stock piles and keep wet till it is used by road side at 15 m internal and re- application on embankment slopes, cut slopes and other areas in localities where the available embankment material is not conducive to plant growthas per MoRTH Specification Clause 301.3.2.& 305.3.3
7Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3
8Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3
9CARRIAGE OF MATERIALS Earth, Sand, Lime, Morrum manure or sludge including of loading and unloading. For 200m
10OFFICE BUILDING AND TOILET WORK
11PART - A CIVIL WORKS
12Earth 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 upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils
13Diluting and injection Chloropyrifos Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment and excluding the cost of chemical emulsion) .
14Supplying chemical emulsion in sealed containers including delivery as specified Chlorpyriphos / Lindane emulsifiable concentrate of 20%
15Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All work up to plinth level : M10 grade Nominal Mix1: 4: 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).
16Providing and laying in position specified grade of cement concrete for all RCC structural elements up to plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix/Design Mix
17Providing and laying in position specified grade of cement concrete for RCC structural elements up to floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix
18Providing and laying in position specified grade of cement concrete for RCC structural elements up to floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, girders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix
19Add extra for providing richer mixes respectively at all floor levels Providing M-25 grade concrete by using cement as per codal provision instead of M-20 grade design mix.
20Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc.
21Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for up to floor five level for :
22Walls (any thickness) including attached pilasters, buttresses plinth and string course.
23Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands , coping, bed plates, anchor blocks, sills, chhajjas lintel, beam etc.
24Columns, pillars, posts and struts etc.
25Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code)
26Brick masonry with F.P.S. bricks of class designation 100 in foundation and plinth with bricks : Cement Mortar 1:6 (1-Cement:6-coarse sand).
27Brick work with mechanised autoclaved flyash lime bricks conforming to IS: 12894 :2002 of class designation 100 in superstructure above plinth level upto floor V level in. Cement mortar 1 : 6 (1 cement : 6 coarse sand)
28Half Brick work with mechanised autoclaved flyash lime bricks conforming to IS: 12894 :2002 of class designation 100 in superstructure above plinth level upto floor V level in. Cement mortar 1 : 4 (1 cement : 4 coarse sand)
29Providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return 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, leveling course etc up to floor five level excluding the cost of centering and shuttering. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
30Crazy marble stone flooring 20mm thick marble stone with black or of specified colour topping including filling the gaps with cement marble chips mix in proportion of 4 : 7 (4cement : 7 white black or white or black marble chips) size from 1mm to 4mm by volume and under layer of 25mm thick cement concrete [1:2:4, graded stone aggregate 12.5mm nominal size] rubbing and polishing and cement slurry etc. complete :In ordinary cement.
31Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift.
32CARRIAGE OF MATERIALS including loading and unloading Earth, Sand ,line morrum,manure or sludge For 5Km
33Brick work in partition in super structure up to five storey 7cm. thick (brick on edges) using F.P.S. bricks of class designation 100 in : Cement mortar 1:4 (1-Cement:4-coarse sand).
34Providing and fixing Granite stone slab mirror polished and machine edge cut in Walls, Pillars, Steps, Shelves, Sills, Counters. Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 jointing with white cement mortar 1:2 (1 white cement: 2 marble dust) with pigment to match the shade of the marble slab complete including grinding, rubbing and polishing of: Jhunjhunu / Jalore (Red/Choclate/Black/Pink Colour) Above 3601 Cm2 Slabs
35Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to IS : 13753 & IS :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). Extra for using size above 200x300mm in glazed tiles and for using 400mm x 400mm MAT finished tiles in place of 300mm x 300mm size.
36P & F 1st quality Heavy Duty Vitrified glazed MAT tiles on floor, skirting and steps etc.in different sizes (thickness minimum 10mm) with water absortion less than or equal 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1: 4 including grounting the joints with white cement and matching pigment etc complete. size 600 mm X 600 mm
37Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) For area of each slab from 2001 to 5000 Sq.Cm
38Kota stone slabs 25 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 For area of each slab from 2001 to 5000 Sqcm
39Providing and fixing 75 mm wide Decorative Border in different shades and in all coloures in glazed tiles laid over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white mixed with pigment of matching shade complete.
40Add extra for Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477 , using 5kg. adhesive per sqm of tile area, in average 3mm thickness instead of cement mortar.
41Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure 'A' :35 mm thick .Decorative teak veneer Both side Extra for cutting rebate in flush door shutters for making double leaf shutter(Total area of the shutter to be measured).
42Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure 'A' :35 mm thick .Decorative teak veneer Both side
43Providing and fixing fully panelled/partly panelled/ double leaf shutter frames for doors as per approved design and drawings with approved ordinary C.P./ oxidised steel fittings as per Annexure - 'A' and width of styles & top rails of 100mm and lock rails width of 150mm and bottom rails of 200mm width including teak wood beading of size 19mm x 12mm on both faces complete : 30 mm thick Ghana wood grade I
44Providing and fixing wood panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled and glazed shutter 25 mm to 40 mm thick Wire gauge 24 gauge 14 mesh of IS 1568-1970 marked 85 gauge of dia 0.56 mm
45Providing and fixing steel glazed window frame made out of 80x40 mm hollow sheet section of 16 gauge thickness, joint mitred welded and grinded including hold fast of steel lugs 13mm x 3mm and 15 Cm long embedded in C C block 15 x 10 x 10 Cm of 1:3:6 nominal concrete and including fixing of pivoted hinges of superior quality, window shutters made out of 50 x 25.0 mm hollow steel section 15 mm paitam of 18 gauge thickness, joint mitred and grinded including 10mm x 10mm square bars welded to frame for paitam fixing float glass 4mm thick panes with glazing clips and metal sash putty and fixing of shutters frames peg stay, U shape handle 100 mm long, tower bolts 100 mm long of steel powder coated superior quality including fixing and jointing with frame hinges priming coat with steel primer complete in all respect as per direction of Engineer-in –charge Window openable. Extra for additional shutter in pipe section windows with wire gauge 14 mesh x 24 gauge
46Providing and fixing steel glazed window frame made out of 80x40 mm hollow sheet section of 16 gauge thickness, joint mitred welded and grinded including hold fast of steel lugs 13mm x 3mm and 15 Cm long embedded in C C block 15 x 10 x 10 Cm of 1:3:6 nominal concrete and including fixing of pivoted hinges of superior quality, window shutters made out of 50 x 25.0 mm hollow steel section 15 mm paitam of 18 gauge thickness, joint mitred and grinded including 10mm x 10mm square bars welded to frame for paitam fixing float glass 4mm thick panes with glazing clips and metal sash putty and fixing of shutters frames peg stay, U shape handle 100 mm long, tower bolts 100 mm long of steel powder coated superior quality including fixing and jointing with frame hinges priming coat with steel primer complete in all respect as per direction of Engineer-in –charge Window fixed.
47Providing and fixing pressed steel door frames confirming to IS 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface including filling with CC 1:2:4(M15 grade) complete as directed by Engineer-in-charge : Profile C
48Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot and single piece M.S. With brass cover plate
49Supplying and fixing machine cut fine dressed Red/Pink sand stone dasa or coping, with full moulding if required laid on cement mortar 1:4 including pointing with admixture of pigment matching with the stone shade. : 50 mm thick.
50Providing and fixing of double leaf steel shutter for cupboard, the frame is made of pressed steel ISI section 80x25 mmx 1.25 mm thick with 1.00 mm MS sheet to spot welded including holdfasts of 15x3mm, MS oxidized fittings such as butt hinges, sliding doors bolts, handles, tower bolts and twin peg etc complete including applying priming coat of approved steel primer of red oxide zinc chromate and spray painting in approved shade with deco paint of approved quality complete as per direction of Engineer In Charge
51Supply and fixing in cement mortar welded hand railing made out of MS round or square bars, flats etc. for staircase or verandah as per design complete in all respect (wooden or PVC hand railing to be paid extra) with priming coat of red oxide.
52Supplying and fixing in walls machine cut and polished stone shelves, tands and in CM 1:3 with machine cut edges : Kota stone minimum 30mm thick.
53Providing and fixing 25 mm thick Non slippery reflective type designer paving tile with metallic hardening using 2 Kg/sq.mtr made out of cement concrete of required grade, sizes of tile upto 300X300 mm Manufactured with wet cast Vibration system in two layers and laid over base of 20 mm thick cement morter1:4 using neat cement slurry in cluding finishing of joints etc. complete. Using M-30 grade cement Concrete Add extra for if coloured wearing course (as per IS 1237:1980) is used.
54Providing and fixing curtain rods of 1.25 mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs, etc., wherever necessary complete:20 mm
55Providing & applying Three coat of Acrylic Water Proof membrane having sunlight and UV resistant properties over waterproofing slurry coat , initial coat of 50-75 micron thickness with diluting 1 part of chemical with 2 parts of clean water, over which applying 2 coats at 2 Hrs .intervals each with diluting 1 part of chemical with 20% of clean water for total thickness of 400 to 450 microns (covering area 0.9 Sq.M/Kg of chemical including preparation of surface by cleaning, brushing and dust removing, scaffolding if necessary etc., with contractor's labour, tools, machinery etc, complete as directed by Engineer in Charge.
56Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :
57Making khurras 450 x 450mm with average minimum thickness 50mm cement concrete 1 : 2:4 over P.V.C. Sheet 1 Mtr. x 1 Mtr. x 40micron finished with 12mm cement plaster 1 : 3 and one coat of neat cement, rounding edges and making and finishing the out let complete.
58Making grooves as per design in plaster 10mm to 20mm wide.
59Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished : 20 mm thick.
60Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete
61Providing and applying white cement based putty over plastered surface to prepare the surface even and smooth complete New Plastered Surface (three or more coats)
62Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding: Two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect.
63Painting exterior surface of Wall with 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty, etc complete in all respect including scaffolding and safety provision New Work
64Providing and fixing in position collapsible steel shutters with vertical M.S. Channels 20 x 10 x 2mm and bracket with flat iron diagonals 20 x 5mm. size with top and bottom rail of T-iron 40 x 40 x 6mm. with 40mm dia steel pulleys/ball bearing complete with bolts, nuts locking arrangements inside and outside stoppers, handles etc. as per specification including applying a priming coat of approved steel primer. (To be measured and paid as per outer dimension).
65Applying priming coat: With ready mix pink or gray primer of approved brand and manufacture on wood work hard and soft wood.
66Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work.
67PART - B SANITARY & WATER SUPPLY WORKS
68P & F Indian type white glazed vitreous china Ist quality W.C. orissa pan (IS:2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor : Size 580x440 mm.
69P & F White Vitreous China Double Syphonic European W.C. (I.S:2556Mark) with mounted W.V.C. flushing cistern of (IS : 2556 Mark) of 10 litre capacity complete with all necessary internal fittings including cutting and making good the wall and floor.
70P & F Ist quality WVC Urinal (IS : 2556 mark) with 25 mm dia G.I. waste pipe, dome couplings, concealed iron brackets or screws etc. complete. Flat Back (large) or half stall size 610x400x80 mm.
71P & F Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm. Makrana 'Albets' Marble having light streaks.
72P & F W.V.C. Half-Round Channel of approved make in C.M.1:3 joints finished in white cement of : Size 150 mm dia.
73P & F Low level Flushing Cistern of 10 litres capacity (IS:2556 mark) of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball, (IS:1703 mark) complete including cutting and making good the wall : WVC with C.P. brass bend.
74P & F C.P. brass Urinal Flush pipe set complete with flanged brackets of approved make. For 1 Urinals.
75P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make 25 mm G.I. waste pipe complete including cutting & making good the wall : Size 610 mm x 510 mm
76P&F 1st quality WVC pedestal for wash basin
77P & F Bevelled edge Mirror/mirror with teak wood lipping around of special glass of approved make as per direction of Engineer-in-charge complete with 6mm thick commercial ply base fixed to wooden screws & washers. . Size 600 x 450mm x 4mm thick
78P&F Toilet shelf of approved quality/make : WVC (IS: 2556 Mark) size 550mm
79P&F towel rail or ring of approved quality /make: C.P. brass towel rail elbow type with concealed screws size 600mm (Heavy duty)
80P&F Grating of approved quality/ make Stainless steel sheet size 125mm dia
81P&F Soap dish or tray of approved quality/ make. C.P. brass heavy and superior quality
82P&F Shower arm 15mm dia of approved quality/ make. C.P. brass heavy & superior quality size 220mm projection.
83P&F Bath shower of approved quality/ make . C.P. brass of Heavy & superior quality, revolving with adjustable key 150mm.
84P&F Jet spray for water closet with C.P. copper tube flange of approved make
85Making connection of G.I. distribution branch with G.I. main including all fitting. Beyond 25 mm & up to 100 mm dia.
86P & F water meter IS:779 mark) of approved make: 25 mm dia.
87P & F Bib Cock (IS:8931 Mark) Superior quality of approved make : C.P. Brass Long body, 15 mm nominal bore weight not less than 690 gm.
88P & F Ball Cock (IS:1703 Mark) with Rod & P.V.C. Ball complete : Brass wt. 600 gm, 25 mm.
89P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Geyser etc. C.P.brass Inlet connection with 60 Cm. long pipe and nut.
90P & F Full-way valve (IS:778 Mark) or wheel valve of approved make :
91Gun-metal 15 mm nominal bore.
92Gun-metal 25 mm nominal bore.
93P & F PVC Storage Tank (IS:12701 marked indicating the BIS license No.) of approved make with cover, 25 mm dia 1 M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc. complete of approved design. 1000 litres capacity.
94Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,)
9520mm nominal outer dia pipes
9632mm nominal outer dia pipes
97Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement , trenching refilling & testing of joints complete as per direction of Engineer in Charge.(External work). 50 mm nominal size
98P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant
9975mm dia
100110mm dia
101160mm dia
102Providing & Laying C.C. 1:3:6 (Stone Agreegate 20mm nominal size) all around PVC Pipe including 7.5 cm thick bed concerte [Width & Height = Dia of Pipe in CM+15CM] excluding cost of Pipe & Excavation of trenches etc. PVC pipe 160 mm dia
103P & F rigid PVC pipe fittings (IS : 4985 mark) of approved quality / make including joining the pipe with solvent cement rubber ring and lubricant:
104Reducer 110x75mm
10575 mm dia
106110 mm dia
107Plain Tee
10875 mm dia
109110 mm dia
110Bend 87.5
11175 mm dia
112110 mm dia
113Vent cowl 110 mm dia
114Socket plug 110 mm dia
115Pipe clip
11675 mm dia
117110 mm dia
118Plain floor trap 110mm dia
119Construction of chamber in all type of soil with230/ 300 mm thick masonry in Cm 1:6 m 100mm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr Inside size 600x450mm depth up to 0.5mtr to 1.0mtr
120Construction of Soakage well in all types of soil of approved drawing, top 90 Cm .Portion in 450mm thick masonry with CM 1:6, 80 mm thick stone slab covering, jointing of slab in CM 1:3 ,Ralthal, kharanja 40mm thick M-15 grade C.C flooring, earth work etc . complete including disposal of surplus earth within a lead of 50 mtr . Inner dia 90 Cm & 10 to 12 Mtr deep.
121Construction of septic Tank in all types of soil with 40 Cm .thick masonry in CM 1:6, 15 Cm thick C.C bed of 1:5:10, M-15 grade C.C floor & RCC slab covering with M15 grade c.c. floor, 50 mm thick stone slab partition walls, 20 mm thick plaster in CM 1:6 finished with neat floating cement, 4 Nos stone foot rests of approved design ,two No. 450 mm dia each Ferro cement cover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr:- Size 400 x140x150 cm.(for 50 users) with 115 mm thick RCC (M-20) slab with Tor steel reinforcement 10mm ϕ @15 cm c/c bothways including shuttering complete in all respect.
122Construction of open Drain with 112mm thick brick masonry in CM 1:4 Semi circular S.W. glazed channel (confirming to IS Standards) fixed with cement mortar 1:1 over a bed of 100mm thick C.C. 1:5:10, filling of edged with M-15 grade C.C. flooring, 12mm cement plaster 1:4, over all exposed faces, excavation & disposal of earth with in a lead of 50 mtr complete as per approved drawings :250 mm drain,225mm Av. depth width 25 Cm S.W. glazed channel.
123TUBEWELL, WATER TANK & HARVESTING WORKS
124Earth 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils
125Add extra for foundation/trenches/drains for every additional lift of 1.5 Mtr. or part thereof in All kinds of soil
126Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All work up to plinth level : M10 grade Nominal Mix1: 4: 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).
127Brick masonry with F.P.S. bricks of class designation 100 in foundation and plinth with bricks : Cement Mortar 1:6 (1-Cement:6-coarse sand).
128Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All up to plinth level M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
129Structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete. Add Extra if I/rail section is used
130Stone slab roofing on ground floor with fine grained stone slab from approved quarry including filling of joints of parapet and slab on both sides in cement sand mortar 1:4, with ceiling pointing in cement sand mortar 1 : 3 complete as per specification and instruction of Engineer In Charge
131Plaster on new surface on walls in cement sand mortar 1:4 including raking of joints etc. complete fine finish: 20 mm thick.
132Extra for plastering on circular work not exceeding 6 m in radius:
133Providing & applying Three coat of Acrylic Water Proof membrane having sunlight and UV resistant properties over waterproofing slurry coat , initial coat of 50-75 micron thickness with diluting 1 part of chemical with 2 parts of clean water, over which applying 2 coats at 2 Hrs .intervals each with diluting 1 part of chemical with 20% of clean water for total thickness of 400 to 450 microns (covering area 0.9 Sq.M/Kg of chemical including preparation of surface by cleaning, brushing and dust removing, scaffolding if necessary etc., with contractor's labour, tools, machinery etc, complete as directed by Engineer in Charge.
134Construction of tube-well from ground levels and upto 100 Meter depth and above to accommodate housing and assembly pipe of following sizes in all types of alluvium strata by percussion/ rotary drilling method and with gravel as per IS:4097-1967 and packing as per IS:2800 (Part I -& II) 1979 as amended upto date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes, with supply and wrapping of coir-rope, wherever necessary, for arresting fine sand particles. The work will not include cost of housing pipe and strainer pipe assembly and development work, but work would be completed after obtaining sand free water). 200 mm Nominal bore.
135Supply of ERW M.S. black casing pipe ISI marked (IS:4270/1992) of grade Fe410 of following sizes at site of work. 200 mm Nominal bore of pipe
136Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985. 200 mm Nominal Bore.
137S & F tube well cover of M.S.sheet (6mm thick) with nuts and bolts complete for casing size: 200mm dia
138Providing and fixing 3-layer PP-R (Polypropylene random coplymer ) pipes SDR 7.4 UV stabilized and antimicrobial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded Polypropylene random fittings including trenching, refilling and testing of joint complete as per direction of Engineer - in charge. (EXTERNAL WORKS) PN-16 Pipe, 63 mm OD
139Supply of PVC hose pipe of different sizes at store including transportation etc. complete. 25 mm dia
140Construction of Recharge Shaft in filter pit including Earth work Excavation , lifting excavted earth with all lift and 50 m lead and centering & shuttering evenever required. Diameter 900 mm
141Supply & fixing Pre-cast RCC Rinngs at the mouth of recharge shaft of M20 mix with 40 mm thickness Diameter 900 mm
142Supply & lowering air line of 25mm dia, G.I. pipe 'B' class having perforation 3 to 5mm size all arrow of G.I. pipe in Zig-Zag fashion & making air vent at top including the cost of Tee-Nipples, Elbow, Socket etc.
143Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids Size 9 to 12 mm
144Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids Size 3 to 5 mm
145VOLLETBALL COURT, BASKETBALL COURT & 400M ATHLETICS TRACK WORKS
146Earth 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils
147Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All work up to plinth level : M10 grade Nominal Mix1: 4: 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).
148Brick masonry with F.P.S. bricks of class designation 100 in foundation and plinth with bricks : Cement Mortar 1:6 (1-Cement:6-coarse sand).
149Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
150Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. 75mm thick with 20mm thick nominal size aggregate.
151Providing & mixing admixture in Cement Mass Concrete flooring CC Road, RCC work, Canal Lining and Shotcrete Non Circular with ribbed surface Structural Synthetic Macro Fiber 42-50mm length, specific gravity of > 1.30 and diameter 0.8 - 1.20mm and melting poing > 220 degree centigrade @ 0.75% -100% by cement weight in mix as per direction of Engineer-in-charge.
152Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished : 20 mm thick.
153Providing and fixing welded mesh/expanded metal mesh in frame work, flat iron beading 20x3mm including top cross laps inside and out sides welding, iron bolts, crews, clips etc. complete (excluding frame work) of size. Welded mesh 25 mmx 25 mm x 2.1 mm
154Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
155Steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m)fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete. Hot finished seamless type tubes.
156Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading III Material
157Supply & laying of clean, clear sharp river sand of size 1 to 2mm coarse, without deduction of voids.
158Supply & Stacking good soil of earth at site complete including loading unloading & Transportation etc. Good soil of earth
159Spreading of manure, good earth in required thickness (cost of manure and good earth to be separately)
160Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300-1 and 300-2 for subgrade construction as per MoRTH Specification Clause 305.3.4
161Providing and Laying cement concrete Kerb Stones of different sizes in M-30 grade (Manufactured with fully mechanised dry cast process with forced action mixer whose arms revolve along the main axis and rotate about its own axis also, having humidity sensor for moisture control of w/c ratio in concrete mix. Manufactured with steel moulds (Milled and manufactured in CSI diamond or CSI Nitro process for accuracy) on steel base plate of min 16 mm thick; Having Vibration and pressing action both together with the help of mutiplesynchronised vibrators. Power of hydraulic station should be minimum 50KW for compaction and cured in controlled chambers having humidity control and automated air circulation system) in position to the required line, level and curvature jointed with cement mortar 1:3 (1 Cement : 3 Coarse sand) including making of joints, drainage opening wherever required. Kerb Stones of 1200x300x150, 1000x450x150, 1000x600x150, 600x300x150 size (M-30)
162Painting exterior surface of Wall with 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty, etc complete in all respect including scaffolding and safety provision New Work
163Note - GST shall be paid extra as applicable @18% on above BOQ rates (based on latest BSR without GST) as per FD order dated23.03.26 and CE PWD Rajasthan Jaipur Order No 21589477 Dated 15.04.26 Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57878749
AUTHORITY Government Departments
TENDER VALUE 1.65 Crore
LAST DATE 15-10-2026
Authority
Authority Name Public Works Department
Work Description Tender for Construction And Development Work Of Sports Stadium At Bhadra (Hanumangarh).
Basic Detail
Tender No 07/2026-27 EE Bhadra 01
Bidding Type Tender
Location
City Hanumangarh
State Rajasthan
Key Dates
Publish Date 06 Oct 2026
Submission Date 15 Oct 2026
Open Date 16 Oct 2026
Finance
Tender Value 1.65 Crore
Tender Fee 2000
EMD 3.30 Lakhs
Exemption Available
Document List
Agreement.pdf
bfab7a16-8e35-41ab-934f-78234342e622.html
BOQ_1069518.xls
Tendernotice_1.pdf

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Tender Timeline

Oct 06, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 15, 2026
17:00 IST

Bid Submission Deadline

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Today
Oct 16, 2026

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Tender Documents

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pdf

Agreement.pdf

html

bfab7a16-8e35-41ab-934f-78234342e622.html

xls

BOQ_1069518.xls

pdf

Tendernotice_1.pdf

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