Zilla Parishad Tender
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Zilla Parishad - ZP Tender
Civil And Construction
Road Construction
Eprocure
Opening Date11 Sep 2024
Closing Date25 Sep 2024
Tender Amount₹ 33,65,850
Costs
EMD
₹ 67,317Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ZPHD_748407_1Bid Award Id
ViewTender No
WBZP/26/DE-ET/COB/2024-25Tender Authority
Zilla Parishad ViewPurchaser Address
-Website
http://http://www.coochbeharzillaparishad.in/
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Documents
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BOQ Items
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary.[Excluding cost of chipping over concrete surface](i) With 1:6 cement mortar20 mm thick plaster
347.87
66746
191.87
(i) With 1:6 cement mortar15 mm thick plaster
328.19
56715
172.81
Taking out shutter of door and window, dismantling by parts (for repair orreplacement of damaged parts) , reassembling and refitting and rehanging samewith old fittings but with new screws as necessary. (Where different parts ofsame shutter are renewed under different item, payment under item 73 will bemade once only).
15.78
2369
150.16
Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame
0.68
66695
97651.32
Panel shutters of door and window, as per design (each panel consisting of single plank without joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings.In ground floor.(In case of non-supply of single plank, penal rate of reduction of 20% will be made)
29.66
98587
3323.93
Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer's specification) including cleaning and smoothning of surface.Two Coats
4304.05
359043
83.42
Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer
2642.97
305527
115.6
Supplying, fitting and fixing 18 mm. to 22 mm. thick kota stoneslab in wall, dado in 15 mm thick [avg] cement mortar (1:3)including making suitable arrangement to hold the stoneproperly by brass / copper hooks including pointing in cementmortar (1:2) (1 cement : 2 marble dust) with admixture ofpigments matching the stone shade, including grinding andpolishing all complete as per direction of Engineer-in-chargeincluding cost of materials, labour, scaffolding, staging,curing complete.[Using cement slurry for bedding @4.4 kg/Sq.m and forjointing @1.8 kg/Sq.m]
188.4
257540
1366.99
Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
581.7
26339
45.28
Priming one coat on METAL surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
157.14
5430
34.56
Painting with best quality synthetic enamel paint of approved makeand brand including smoothening surface by sand papering etc.including using of approved pu On timber or plastered surface :With super gloss (hi-gloss) - (except white in shade)tty etc. on the surface, if necessary :
223.73
21596
96.53
Painting with best quality synthetic enamel paint of approved makeand brand including smoothening surface by sand papering etc.including using of approved putty etc. on the surface, if necessary :(a) On metal surface :With super gloss (hi-gloss) - (except white in shade)
157.14
14794
94.15
Galvanised corrugated iron sheet work (excluding thesupporting frame work) fitted and fixed with 10 mm. dia Jor L hook-bolts, limpet and bitumen washers and puttycomplete with 150 mm. end lap and one corrugationminimum side lap. (Payment to be made on area of finished work)(GCI sheet to be supplied by contractor)
193.06
142425
737.72
Taking out carefully G.C.I. or C.I. or asbestossheets (including ridges etc.) from roof or wallafter unscrewing bolts, nuts, screws etc.andstacking the material at site as directed
193.06
9433
48.86
Filling in foundation or plinth by silver sand inlayers not exceeding 150 mm as directed andconsolidating the same by thorough saturation withwater, ramming complete including the cost of supplyof sand. (payment to be made on measurement offinished quantity)
14.33
7365
514.03
Earth work in excavation of foundation trenches ordrains, in all sorts of soil (including mixed soil butexcluding laterite or sandstone) including removing,spreading or stacking the spoils within a lead of 75m. as directed. The item includes necessary trimmingthe sides of trenches, levelling, dressing andramming the bottom, bailing out water as required complete.Depth of excavation not exceeding to 1500mm
3.6
511
142.14
Earth work in filling in foundation trenches or plinthwith good earth, in layers not exceeding 150 mm.including watering and ramming etc. layer by layercomplete. (Payment to be made on the basis ofmeasurement of finished quantity of work)With earth obtained from excavation of foundation.
0.72
66
92.41
With carried earth arranged by the contractorwithin a radius of 3 km. including cost of carriedearth.
4.05
1715
423.57
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
117.72
45175
383.75
Cement concrete with 30 mm down graded shinglesexcluding shuttering 1:3:6 proportion
15.05
60850
4043.77
Ordinary Cement concrete (mix 1:1.5:3) with gradedstone chips (20 mm nominal size) excludingshuttering and reinforcement,if any, in gound flooras per relevant IS codes.
1.13
6445
5728.98
Reinforcement for reinforced concrete work in allsorts of structures including distribution bars,stirrups, binders etc initial straightening andremoval of loose rust (if necessary), cutting torequisite length, hooking and bending to correctshape, placing in proper position and binding with16 gauge black annealed wire at every intersection,complete as per drawing and direction. TATA/SAIL/RINL
0.12
8554
74390.95
Hire and labour charges for shuttering withcentering and necessary staging upto 4 m usingapproved stout props and thick hard wood planksof approved thickness with required bracing forconcrete slabs, beams and columns, lintels curvedor straight including fitting, fixing and striking outafter completion of works (upto roof of ground floor)
7.2
1759
244.31
(f) 25 mm to 30 mm shuttering without staging in foundation
3.6
1407
390.91
Brick work with 1st class bricks in cement mortar (6:1)
3.12
18222
5835.05
Artificial stone in floor, dado, staircase etc with cementconcrete (1:2:4) with stone chips, laid in panels as directedwith topping made with ordinary or white cement (asnecessary) and marble dust in proportion (1:2) includingsmooth finishing and rounding off corners including rakingout joints or roughening of concrete surface and applicationof cement slurry before flooring works using cement @ 1.75kg/sq.m all complete including all materials and labour. In ground floor.3 mm. thick topping (High polishing grinding on this item isnot permitted with ordinary cement).Using grey cement 35mm thick
1170.36
479811
409.97
Dismantling artificial stone flooring upto 50 mm.thick by carefully chiselling without damaging thebase and removing rubbish as directed within alead of 75 m.a) In ground floor including roof
1074.84
64049
59.59
Square or hexagonal mesh netting made with 18 B.W.G. galvanised wire, fitted and fixed complete as per design (excluding the supporting framework but including local sal wood battens of size 37.5mmx25mm).In ground floor
35.7
15189
425.47
Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming toIS:13592-1992 with all necessary clamps nails, including making holes inwalls, floor etc. cutting trenches in any soil through masonry concretestructures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete.110 mm. Dia.
5
1495
299.14
Supplying, fitting and fixing bib cock or stop cockChromium plated Bib Cock with wall flange (Equivalent to Code No. 5047 & Model - Florentine of Jaquar or similar brand).
7
7182
1026.13
Supplying, fitting and fixing bib cock or stop cock Chromium plated Stop Cock (Equivalent to Code No. 513(A) &513(B) & Model - Tropical / Sumthing Special of ESSCO or similar
8
4700
587.55
Supplying, fitting and fixing white vitreous china best quality approvedmake wash basin with C.I. brackets on 75 mm X 75 mm wooden blocks,C.P. waste fittings of 32 mm dia., one approved quality brass C.P. pillarcock of 15 mm dia., C.P. chain with rubber plug of 30 mm dia., approvedquality P.V.C. waste pipe with C.P. nut 32 mm dia., 900 mm long approvedquality P.V.C. connection pipe with heavy brass C.P. nut includingmending good all damages and painting the brackets with two coats ofapproved paint.630 mm X 450 mm size
1
3885
3885.26
Supplying, fitting and fixing best quality Indian make mirror 5.5 mm thickwith silvering as per I.S.I. specifications supported on fibre glass frame ofany colour, frame size 550 mm X 400 mm
1
730
730.57
Supplying, fitting and fixing Orissa pattern water closet in white glazed vitreous chinaware of approved make in position complete excluding 'P' or 'S' trap (excluding cost of concrete for fixing (i) 580 mm X 440 mm
2
3844
1922.37
Supplying, fitting and fixing Flat back urinal (half stall urinal) in whitevitreous chinaware of approved make in position with brass screws on 75mm X 75 mm X 75 mm wooden blocks complete470 mm X 280 mm X 340 mm
2
2252
1126.25
Supplying, fitting and fixing CPVC (ChlorinatedPolyvinyl Chloride) pipes of approved make conformingto IS-15778: 2007 . with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes,fitting, fixing etc. complete in all respect including costof all necessary fittings as required,jointing materials inany position above ground. (Payment will be made onthe centre line measurements of total pipe line includingall specials. No separate payment will be made for accesories, specials For Exposed Work PVC Pipes 25 mm dia medium quality
12
2974
247.89
40 mm dia medium quality
15
7204
480.29
Construction of septic tank of different capacities as per approved drawing with 1st class brick work in cement mortar (1:4) including two 560 mm dia. R.C.C. manhole cover(heavy type)of approved make supplied, fitted and fixed in the 100mm thick R.C.C (1:1.5:3) top slab with necessary fittings, 20mm thick cement plaster (4 : 1) with neat cement finish to the internal surfaces and 15 mm thick cement plaster (4 : 1) to outside wall upto 200 mm below G.L floor finished with 25 mm thick grey artificial stone over 100 mm thick R.C.C(1:1.5:3) bottom slab including supplying, fitting and fixing all necessry specials, fittings, S.W. tees, C.I. foot rest etc. including excavation earth in all sorts of soil, shoring, bailing out and pumping out water as necessary, ramming, dressing the bed and fefilling the sides of the tanks with earth, removing spoils, filling up the chamber with clear water, removing foreign materials from the chamber and including constructing attached inspection pit as per approved drawing and connecting all necessary pipes, joints etc. with internal plaster work and artificial stone flooring is to be done with admixture of water proofing compound @ 0.5% by weight of cement with all costs of labour and materials. For 20 users With Bazree(N.B Varity) SALT/TATA/RINL
1
53329
53329.47
Construction of circular soak well 2.5 metre deep in all types of sandysoils with dry brick work upto 1.6 metre from the bottom having 150 mmintermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L. and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials.With 250 mm thick dry brick work and 250 mm thick cement brick work(1:6) and 1.00m inside dia.SALT/TATA/RINL
1
18573
18573.01
Roof treatment by application of non toxic polyurethane modified acrylic based single component (P U Roof Coat) solvent free, cold applied polyurethane modified elastomeric waterproofing membrane with excellant UV resistant capasity as per ASTM D6083fa waterbased100%acrylicelastomericemulsionpolymer latex coating used as protective coating for roofs} after preparing the surface by cleaning and ti repairing the roof cracks by cement & sand mortar (1:4), preferably with :anti shrinkage mortar (to be paid separately) if any, apply two coats along with aIPrimingcoat(twocoatsof P U Roof Coatand one coatofprimer coatcompatiblewith Sqm. main product asper manufacturers specification) and reinforced with or without 20 gsm GeotextileFleece,including the cost ofprimer coatand basepreparation, tools & Plants but excluding the cost of scaffolding and stagging complete asper direction of Engineer-in-charge. (Note:If Geotextile Fleece not uesd ,the rate would be reduced by Rs. 5/-per Sqm)
80.51
41299
512.97
125mm thick Brick work with 1st class bricks in cement mortar (4:1) in Ground floor
199.2
160011
803.27
Supplying, fitting and fixing steel rolling shutter profile type with18 B.G . of approved type steel latche section 75mm wide, fitted withcoil wire spring to necessiate the fitting of required Nos. of C.I.Pulleys on heavy type solid drawn seamless steel tube complete with locking arrangements both inside and outside specially builtup sideguide channels including providing a hood for the steel rollingshutter in the room, painting two coats of approved aluminium paintover a coat of red lead primer complete.
20.16
78567
3897.18
Supplying and laying true to line and level vitrified tiles ofapproved brand (size not less than 600 mm X 600 mm X 10mm thick) in floor, skirting etc. set in 20 mm sand cementmortar (1:4) and 2 mm thick cement slurry back side of tilesusing cement @ 2.91Kg./sqM or using polymerised adhesive(6 mm thick layer applied directly over finished artificial stonefloor/Mosaic etc without any backing course) laid afterapplication slurry using 1.75 Kg of cement per sqM belowmortar only, joints grouted with admixture of white cementand colouring pigment to match with colour of tiles / epoxygrout materials of approved make as directed and removal ofwax coating of top surface of tiles with warm water andpolishing the tiles using soft and dry cloth upto mirror finishcomplete including the cost of materials, labour and all otherincidental charges complete true to the manufacturer'sspecification and direction of Engineer-in-Charge. (Whitecement, synthetic adhesive and grout material to be suppliedby the contrr]e)With application slurry @1.75 kg/ Sq.m, 20 mm sandcement mortar (1:4) & 2 mm thick cement slurry at back sideof tiles, 0.2 kg/ Sq.m white cement for joint filling withpigment.Deep Colour & White
95.71
192540
2011.75
Supplying, fitting and fixing fibre reinforced polymer (FRP)Composite door frame as per approved section with glassfibre reinforced plastic moulded skins and a special sandwichcore, so as to impart monolitaheic composite structure as perapproved technology of Department of Science andTechnology (DST) to safisfy IS: 4020 door testingperformance criteria..
19.8
10524
531.54
Supplying, Fitting & Fixing 30 mm thick both sideprelaminated Factory made solid Panel PVC Door Shutterconsisting of outer frame made out of M.S. tubes of 19 gaugethickness and size 19 mmx19 mm for styles, top and bottomrails, M.S. frame shall have cost of steel primers of approvedmake and manufacture, M.S. frame covered with 5 mm th.heat moulded PVC “C” channel of size 30 mm th, 70 mmwidth out of which 50 mm shall be flat and 20 mm shall betapered in 45 degree angle on either sides forming styles; and5 mm th. 95 mm wide PVC sheet out of which 75 mm shall beflat and 20 mm tapered in 45 degree on the inner side to formtop & bottom rail and 115 mm wide PVC sheet out of which75mm shall be flat and 20 mm shall be tapered on both sidesto form lock rail. Top, bottom and lock rails shall be providedeither side of the panel with 10 mm (5 mmx2) th.,20 mm widecross PVC sheet as gap insert for top rail and bottom railsheet to be fitted in the M.S. frame welded/sealed to the styles&rails with 7 mm (5 mm+2 mm) th.x15 mm wide PVC sheetbeading on inner side and joined together with solventcement adhesive. An additional 5 mm th. PVC strip of 20 mmwhich is to be stuck on the interior side of the “C” channelusing PVC solvent adhesive etc. complete excluding allnecessary hardwares as per direction of Engineer-in-Charge.
6.56
19060
2905.6
M.S. structural works with hollow sections ( square or rectangular shape) conforming to IS: 806-1957 & IS:1161-1958) connected to one another with bracket, gusset, cleat as per design, drawing &direction of Engineer-in-Charge complete including cutting torequisite shape & size, fabrication including metal arc weldingconforming to IS: 816-1956 & IS: 9595 using electrodes ofapproved make and brand conforming to IS:814- 1957, haulage,hoisting and erection all complete.The rate includes the cost of all M.S. Hollow section, allconsumables such as electrodes, gas and hire charges of all toolsand plants and labour reqired for execution and all incidentalchages (such as electricity, labour insurance) etc. complete.Payment to be made on the basis of calculated weight of structuralmemebrs of MS Holow Section as specified in relevent IS code infinished work. Payment for gusset, bracket, cleat may be made byadding the actual weight of such items with weight of finishedstructural members. The rates are considered for a hight of erection8 m. / 2nd floor level from the ground. Add 1.5 % extra over therate for each additional floor or 4m. beyond the initial 8 m. or partthereof.
783
69311
88.52
Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn)coating of 150 grams per sq. metre (followed by colourcoated on both side) steel sheet work having minimum yieldstrength of 550 Mpa of trapizoidal profile of approved make(excluding the supporting frame work) fitted and fixed with55 mm & 25 mm self tapping screw, EPDM Washer 16 mmdia & 3 mm th. washer etc. complete with 150 mm end lapand one corrugation minimum side lap. (Payment to be madeon area of finished work
93.16
99480
1067.85
Aluminium sheet ridging fitted with self tapping screws,EPDM washers etc complete.(Minimum 225mm end lapping).
3.2
1502
469.56
Electrification Purpose
1
66740
66740.8
Picking up and removing old bituminous layer orsand sealing coat from old black topped surfaceand cleaning the exposed surface by scraping andstacking the material as directed.(a) By manual means :From 25 mm to 50 mm thick.
300
8079
26.93
By Mix in Place Method : Construction of granular sub -base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor wader on prepared surface in proper grade and camber, compacting with vibratory, roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for -Road & Bridge Works of MoRT&H (5th Revision).
G.S.B. Grading:-I
6
8396
1399.37
G.S.B. Grading:-II
6
8422
1403.76
WATER BOUND MACADAM BASE COURSE Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Grading-I Aggregate (63mm-45mm) using stone screening Type-B (11.2mm) by manual means :-
6
13584
2264.12
(ii) Grading-II Aggregate (53 mm to 22.4 mm) Using
Stone Screening Type B (11.2 mm)
52.02
132487
2546.85
Prime Coat Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on preparedsurface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). for WBM/WMM Surface (with primer @ 0.70- 1.0kg)
693.6
26426
38.1
Tack Coat Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). On Granular surfaces treated with primer (Using Bitumen emulsion at the rate of 0.25 to 0.30 kg per sqm.)
693.6
9224
13.3
Open-Graded Premix Surfacing using Bituminous(Viscosity grade Paving Bitumen / Modified bitumen)Binder and Mobile Hot Mix Plant (Light Duty) Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²)size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve aswearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD.
693.6
89613
129.2
Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). By Mechanical Means. With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)
693.6
33618
48.47
Providing & fixing Concrete Sign Board as per IRCspecification of size 900 x 750 x 37 mm. thick madewith RCC 1:1½:3 with pakur variety stone chipsreinforced with double layer IRC febric (75 x 75 mm.mesh) and fixed with necessary nuts & bolts on twoRC precast posts 100 mm. x 150 mm. of height 2.65m. of which top 750 mm. is of section 100 x 13 mm.and 1.90 metre above GL & 0.75 metre below GLincluding digging hole, repacking the same withcement concrete 1:3:6 with jhama khoa or with localstone chips etc. complete including painting twocoats on both faces lettering sign marks etc. as perdirection of the Engineer-in-Charge. (The rate isinclusive of cost of reinforcement, concrete,shuttering, nuts & bolts, washer etc. complete.)
1
2605
2605.27
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