Indian Oil Corporation Limited Tender
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Indian Oil Corporation Limited - IOCL Tender
Bridge Construction
Civil And Construction
Civil Works Others
Drainage Work
Eprocure
Opening Date29 Jul 2024
Closing Date19 Aug 2024
Tender Amount₹ 16,15,82,549
Costs
EMD
₹ 4,03,957Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Miscellaneous Civil Works, Drains, Culverts Including Rigid/flexible Pavement And
Description
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Contact
Tender Id
2024_MKTHO_179235_1Bid Award Id
ViewTender No
HCC/ENG-16/PT-47/24-25Tender Authority
Indian Oil Corporation Limited ViewPurchaser Address
-Website
http://https://www.iocl.com/
GEM & Bid Advisory Services
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Documents
Bidders_help_Document_for_Preferencial_ Bidding_20230207_v1
Special_Instructions_to_the_Bidders_20230207_version_1a
BOQ Items
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Clearing jungle from plot (excluding areas under excavation) including uprooting of rank vegetation, grass, brush wood, trees & saplings of girth upto 30cm measured at a height of 1m above ground level and removal of rubbish outside the site and to an unobjectionable place as per direction of Site in charge.
5600
83128
12.58
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Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including taking out and disposal of excavated earth within site and lift upto 1.5 m, disposed soil to be levelled and neatly dressed as directed by Engineer-in-charge. Extra for levelling & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600.
5000
547225
92.75
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means including disposal of excavated earth within and outside site to unobjectionable place, disposed earth to be levelled and neatly dressed including all lead and lifts/depth.
All kinds of Soil such as ordinary/hard soil, kankar, murrum, gravel, pebbles, bajri, removal of shrubs, uprooting the tree roots etc. and all types of material encountered in excavation including excavation of saturated soils, mud, sludge etc.
16463
3539867
182.22
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil & disposal of surplus excavated soil as directed, within or outside the site at an unobjectionable place.
a) All kinds of Soil
3659
1091623
252.83
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, within premises and lift upto 1.5m
1631
423600
220.1
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Supply & filling imported local earth (including royalty) of approved quality, in plot, trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth each deposited layer by ramming and watering. Item includes compaction using minium 15 ton capacity vibro-compactor with a adequate minimum of passes for earth work in under optimum moisture conditions to give at least 95% of the maximum dry density of the material.
Note:
a) Tenderer to note that initial & final level survey shall be undertaken jointly by the Contractor &/or representatives with IOC Site Engineer.
b) Tenderers to note that approval from IOCL shall be obtained for the imported earth & quarry used for mass filling & necessary test reports from a Govt Engg Colleges/Universities or NABL acredited labs (As approved by IOCL/PMC Engineer) have to be submiited for the parameters specified by IOCL prior to undertaking filling in the site.
c) Item rate is inclusive of applicable Royalty for the imported earth, charges for Specific approval to be obtained from concerned Statutory Authorities & Necessary Royalty receipts/ NOC to be submitted by the Contractor.
d) Net quantity of compacted earth shall be paid & no compensation whatsoever on account of subsidence of soil etc shall be permitted.
e) No extra cost shall be payable by IOCL on account of payment of any statutory fees and compliances sought by statuory authorities from tenderer both within & outisde the premises.
792
658883
705.02
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Supplying and filling in plinth with local coarse sand within grading zone III within specified grading zone of fine aggregates specified Tender specifications under floors, etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming including watering, consolidating and dressing complete.
323
809804
2124.69
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HARD-CORE SOLING: Providing and laying dry stone hard rubble/boulder soling of required thickness under floor, ramps, walls, foundation, trenches, etc. & for similar situations at plinth level/ below plinth level including watering, ramming, Bliding, and well consolidating, laying in regular lines , levels, interstices, filled with smaller stones /chips of appropriate size [with material confirming to grade-I (size 75 mm to .075 mm)] and sand consolidated with copious watering as specified & finished to the required level, complete as per specification compacting with vibratory power & direction of by site engineer. The soling shall be laid and hand packed true to grade and section and these shall be often checked by borning rods,temple boards,fish line,etc..The grades sections etc.of soling shall correspond to those of the surfacing coming thereon.The soling thus laid shall be finished by knocking out projecting stones and filling depressions by chips to reach up to the grade & camber. (Payment shall be made of finished compacted thickness of hard core)
211
569247
2286.32
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CONCRETE WORK/ REINFORCED CONCRETE WORK
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a) The prices for concrete in beds and slabs are to include for laying on any type of sub grade, laying to falls, or cambers and for preparing surfaces to receive concrete.
b) All concrete surfaces shall be finished to a fair face to give a smooth and even surface. Nothing extra shall be paid on this account.
c) The prices are to include leaving pockets, cut outs and holes and to provide wooden boxes or any other suitable arrangements in RCC for bolt holes in slab, beams, walls, foundation of equipment's etc. as per approved working drawing. (Nothing extra shall be paid on this account)
d) No deduction in RCC quantity shall be made for pockets and nothing extra shall be paid for providing pockets as mentioned in para 'C' above.
e) Measurement of opening in concrete work/RCC work: For measurement of openings in concrete work / RCC works, shall be as per IS: 1200 Part-III.
f) All pocket holes are to be properly covered by suitable means so that dirt, rain water etc. etc., should not enter the pockets/holes etc. (Nothing extra shall be paid on this account.)
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g) Threads of bolts etc. which have already been fixed in the pockets are to be greased and polythene sheet properly covered with gunny bags to protect it from damages from all sources. (Nothing extra shall be paid on this account.)
h) The prices shall include for all rebating, trotting, chamfering weathering, molding etc. to accord with the details shown on the approved working drawings.
i) Nothing extra shall be paid for any intricate concrete work for foundations of equipment's and machinery (dynamic/static), RCC wall and other superstructure works or any delay in concreting in small and thin sections in PCC or RCC works.
j) The prices for concrete are to include for hoisting and / or lowering to any height and/or depth required and in any type of form work, packing around reinforcement where required and finishing the surfaces, to fair and even surface
k) The prices shall include working up or hacking of concrete surface for providing keys for further concrete work and shall also include all plane, rebated or grooved constructional and other joints. l) The design mixes of all controlled concrete of various grades shall be established by the contractor on the basis of weigh batching, at the beginning of work. In all concrete / RCC work graded coarse aggregate shall be used. Any concrete work with honey comb shall be rejected and the work has to be redone by the contractor at his own cost.
m) Concrete admixtures for workability if necessary, may be used in RCC if decided by Engineer-in-charge. No extra payment for mixing etc, shall be made on this account. n) Machine and equipment foundations shall mean all foundations including pedestals of vessels, towers, pumps, compressor motors, or any other equipment or machinery (both static and dynamic), pipe supports, etc. and the like.
o) The prices are also to include the removal of water caused by rains/seepage etc. either pumping or by bailing out or by special means like well point dewatering etc. that may accumulate in the trenches and foundation pits etc.
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p) Approved brand of 43 grade cement shall be used for preparing design mix & cement shall be tested as per relevant IS Codes.The prices are to include the supply of cement by the contractor. q) Anti shrinkage compound used in grouting shall be paid separately.
r) The source of supply for sand and stone chips shall be approved by IOCL. Following additional points to be noted for Ready Mix Concrete(RMC)
a) Ready mix concrete (RMC) of approved vendor at the site of casting including coordinating with Engineer-in-charge, prior to casting, making all arrangement to unload the concrete so as to ensure that RMC is not detained for unloading, placing the concrete at site, vibrating, taking concrete cubes, testing, curing the concrete etc. complete in relevant items.
b) Necessary schedule will have to be submitted by agency 3 days in advance so that proper coordination with Engineer-in-charge is done.
c) It shall be ensured that shuttering done by contractor shall be adequate to withstand pumping pressure.
d) Any loss of material shall be contractor’s responsibility.
e) Submission of test results at RMC mixing plant site as well as casting site shall be contractors responsibility
f) Desired design mix shall be got approved from Engineer-in charge before placing order for RMC.
g) Any toll taxes applicable to be borne by the contractor.
h) Any other taxes as levied by Govt. from time to time shall be deemed to be inclusive in the contract.
i) Approved brand of 43 grade cement shall be used for preparing RMC & Cement shall be tested as per relevant IS Codes. Cement supply shall be in contractor’s scope.
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PLAIN CEMENT CONCRETE:
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Providing and laying cement concrete in foundation, footings and base for columns/walls including proportioning, mixing in mechanical mixer, laying vibration by means of mechanical vibrators, curing etc. complete including the cost of shuttering:-
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Concrete of mix 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
50
401361
6802.74
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Concrete of mix 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
142
1050958
6272.13
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Concrete of mix 1:4:8 (1 Cement :4 Coarse Sand :8 Graded stone aggregate of 40mm nominal size)
27
184841
5801.67
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REINFORCED CEMENT CONCRETE
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IN FOUNDATION & PLINTH: Providing and laying in position, machine batched & machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. Including admixtures in recommended proportions as per IS 9109 to accelerate, retard setting of concrete,improve workability without impairing strength and durability as per direction of Engineer-in-charge -- M-25 grade reinforced cement concrete UP TO PLINTH LEVEL Note :- a. Minimum Cement content considered in this item is @400 kg/cum and accordingly design mix to be done. Less cement used as per design mix (if any) will be recoverable separately. No extra payment against extra cement if used shall be payable. b. Batch mixing plant of capacity to be approved by Site Engineer for the works to be installed by the Contractor at site along with required NOCs from concerned Authorities. Alternatively, Contractor shall also be permitted to use RMC (if available) at no extra cost to IOC & after obtaining prior approval from Engineer In-Charge.
c. For small quantities (up to 5 cum per day), mixing & placing of concrete of M25 (1:1:2) using mechanical mixer shall be permitted with the prior approval of IOC.
d. Hacking of exposed surface of green concrete (wherever applicable) as Key to plaster shall be done at no extra cost to IOC.
217
2052054
8013.96
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IN SUPERSTRUCTURE: Providing and laying in position, machine batched & machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. Including admixtures in recommended proportions as per IS 9109 to accelerate, retard setting of concrete,improve workability without impairing strength and durability as per direction of Engineer-in-charge -- M-25 grade reinforced cement concrete ABOVE PLINTH & UP TO FLOOR 5 LEVEL
Note :- a. Minimum Cement content considered in this item is @400 kg/cum and accordingly design mix to be done. Less cement used as per design mix (if any) will be recoverable separately. No extra payment against extra cement if used shall be payable. b. Batch mixing plant of capacity to be approved by Site Engineer for the works to be installed by the Contractor at site along with required NOCs from concerned Authorities. Alternatively, Contractor shall also be permitted to use RMC (if available) at no extra cost to IOC & after obtaining prior approval from Engineer In-Charge.
c. For small quantities (up to 5 cum per day), mixing & placing of concrete of M25 (1:1:2) using mechanical mixer shall be permitted with the prior approval of IOC.
d. Hacking of exposed surface of green concrete (wherever applicable) as Key to plaster shall be done at no extra cost to IOC.
97
1078262
9420.43
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IN DRAINS: Providing and laying in position, machine batched & machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. Including admixtures in recommended proportions as per IS 9109 to accelerate, retard setting of concrete,improve workability without impairing strength and durability as per direction of Engineer-in-charge -- M-25 grade reinforced cement concrete
Note :- a. Minimum Cement content considered in this item is @400 kg/cum and accordingly design mix to be done. Less cement used as per design mix (if any) will be recoverable separately. No extra payment against extra cement if used shall be payable. b. Batch mixing plant of capacity to be approved by Site Engineer for the works to be installed by the Contractor at site along with required NOCs from concerned Authorities. Alternatively, Contractor shall also be permitted to use RMC (if available) at no extra cost to IOC & after obtaining prior approval from Engineer In-Charge.
c. For small quantities (up to 5 cum per day), mixing & placing of concrete of M25 (1:1:2) using mechanical mixer shall be permitted with the prior approval of IOC.
d. Hacking of exposed surface of green concrete (wherever applicable) as Key to plaster shall be done at no extra cost to IOC.
678
6411488
8013.96
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SHUTTERING & CENTERING
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Centering and shuttering including strutting, propping etc. with suitable materials as per Tender conditions & specifications and removal of form for: -
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Foundations,footings,bases of columns, etc. for mass concrete RCC
5205
1753205
285.45
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RCC Walls, Slabs (any thickness) including attached pilasters, buttress, plinth and string courses etc.
718
517299
610.57
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Lintels, beams plinth beams,girders bressumers and cantilevers
509
332262
553.2
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Columns, Pillars, Piers, Abutments, Posts and Struts.
531
460680
735.23
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Providing grouting in pockets/ bases etc (As per Technical specification), cost of grouting, including supply of materials shall be covered in the unit rates. Rates shall include cost of labor, supervision, deployment of tools & tackles, consumables, materials and other associated arrangements required to execute all the related activities. Grouting using Free flow non shrinkable grout material CONBEXTRA GP-2 or approved equivalent etc
3
38444
10860.04
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REINFORCEMENT & EMBEDMENTS
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a) Wastage in cutting will not be paid Only steel actually fixed in position will be paid by the linear measurement i/c hooks, chairs, dowels and laps. Only authorized hooks and laps approved in bar bending schedule shall be paid. Lapping of bars will be allowed only where the required bar length exceeds the standard lengths available unless otherwise approved. All other laps provided unless otherwise specified in the drawings shall not be measured and paid for. Weight of binding wire shall not be measured for payment. The prices are to include for the supply of all Reinforcement & Embedment at site by the Contractor.
b) Reinforcement are to be tack welded in addition to binding by 18 SWG annealed wire wherever necessary to impart fixity. Bars of 28 mm dia & above shall also be provided with stitch weld in additions to binding with annealed iron wire and nothing extra will be paid for stitch welding. Stitch welding shall be done as per IS specifications. No extra claim shall be entertained on this account.
c) Supplying, cutting, bending, hoisting, placing in position with proper precast concrete block cover and binding with 18 SWG annealed wire, high yield strength deformed bars as per IS: 1786 for all R.C.C works including all necessary handling at all heights and depths complete in all respects and as per direction of the Engineer-in-Charge.
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Thermo Mechanically Treated Bars Fe- 500D grade or better, Conforming to IS1786
224495
22167175
83.68
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Supplying and fixing MS foundation bolts with necessary GI nuts and washers of specified sizes,with suitable anchorage all conforming to relevant Indian Standards and as approved by Engineer-in-charge :
100
15706
133.11
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STRUCTURAL STEEL
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Supplying, transporting, de-rusting, fabricating, erecting, hoisting and fixing in position with necessary welding and/or bolting with MS bolts conforming to property class 4.6 or higher of I.S:1367 at all height as per approved fabrication drawings of all types of structural steel work in rolled steel joints, channels, angles, tees, flats, plates, lattice members built up / compound sections in columns, portals, girders, beams, bracings, trusses, purlins, rafters, staircase, steps, hand-railings, walkway, cat ladder with cages, toe plates, side walling, trestles, Conveyor gantries grating, chequred plate etc. including gusset plates, anchor plates etc., including site and shop fasteners, riveting, bolting, welding at shop or work site at all heights etc. & including applying approved coats of primers, undercoat and finish painting as per Technical specification. Complete as per drawing and direction of Owner / Consultant. (All material supply is in contractor’s scope including paints )
Providing and applying Anticorrosive treatment to structural steel surface as per below specifications.
a) Surface preparation by shot blasting conforming to SA 2.5 b) Primer coat of INORGANIC ZINC ETHYL SILICATE (DFT 65 – 75 micron)
c) Intermediate coat of TWO PACK EPOXY-POLYAMIDE MIO UNDERCOAT (DFT 100 – 125 micron)
d) Final coat of TWO PACK ALIPHATIC POLYURETHANE (DFT40-50 micron) Total DFT shall be min 215 micron. Final paint shades shall be as approved by IOCL.
Payment will be on the basis of weight of structural steel provided.
38566
4919856
108.11
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Supplying, providing, shop fabricated, steel pressed lock, erection of galvanised electro forged gratings comprising of shaped, grating and stair treads out of steel using 25x5mm/6mm flat bars and 6mm MS twisted Bars as per requirements duly welded/fixed/clamped to base frame and as shown in relevant drawings including galvanizing of gratings as per enclosed specifications.
Note:- Finished size of grating laid shall be measured for the purpose of payment. Pitch of the main flat bars(25x5mm) shall be 33-35mm and the pitch of the 6mm twisted rod (cross members) shall be 100mm, the outer frame of grating of all sizes shall be 25x5mm/6mm FB or as per approved drawing.
16.5
3115200
160000
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Steel work in built up tubular (round,square or rectangular hollow tubes etc) trusses etc. including cutting,hoisting fixing in position and applying a priming coat of approved steel primer, including welded and bolted with special shaped washers etc. complete
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Hot finished welded type tubes
1500
265305
149.89
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Providing & fixing hand rail of approved size, welding etc. to steel ladder railing,balcony railing & staircase railing and similar works including applying priming coat of approved steel primer: M.S. tube
1000
172221
145.95
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Fabrication & Erection of IOC supplied structural steel work riveted, bolted or welded in single/ built up sections,trusses & framed work hoisting, fixing in position and including surface preparation, applying a priming coat & final coat of approved steel primer all including cutting, complete as per Technical specification. Complete as per drawing and direction of Owner / Consultant.
2000
99993
42.37
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more over an under coat of suitable shade with ordinary paint of approved brand and manufacture
700
146631
177.52
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BRICK WORK/ FINISHING/ PAINTING
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Providing and laying Brick work with bricks of minimum class designation 50 as per CPWD Specification unless otherwise mentioned including scaffolding. The rates are to include for work at any height / depth and for all necessary scaffolding, support arrangements etc. as required.
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Brick work with class designation 5.0 bricks in cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH
77
550461
6058.35
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Brick work with class designation 5.0 bricks in cement mortar 1:4 (1 cement : 4 coarse sand) in superstructure ABOVE PLINTH AND UP TO FLOOR V LEVEL
76
672093
7494.35
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Half brick masonry with Class designation 5.0 bricks in Cement mortar 1:4 ( 1 cement : 4 coarse sand) IN superstructure ABOVE PLINTH & UP TO FLOOR V LEVEL
5
5287
896.17
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Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry
5
473
80.27
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FINISHING:
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Providing and laying cement plaster on surfaces in one/two coats including curing etc.
a) The prices are to include for work at any height / depth and for all necessary scaffolding etc. as required.
b) The prices shall also include for making to form key for plaster and for all work in narrow width formed angles, chamfered external angles and for making good the faces. c) Plastering shall be measured in sq. meter area of the surface to be plastered, as per IS: 1200 (Part XII). The rate shall include erecting and removal of scaffolding all labour, all materials, equipment, plants, tools and all incidental expenses to complete plastering, pointing, rubbing out joints, cleaning, wetting, filling with cement mortar, troweling etc. and making of drip moulds, grooves, vattas, bands etc. including curing.
d) The prices are to include the supply of cement at site by the contractor.
e) Sand used for plastering shall be from approved sources. f) Hacking of RCC surfaces shall be done when the concrete is green in order to provide key to plaster.
g) Plastering shall be done using 1 Kg of water proofing compound to every bag of cement used. h) The above cost includes the rates for making Plaster Band, Elevation Plaster Treatment & etc in any shape & size in plaster or as directed by EIC.
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i) 12mm Cement plaster of mix 1:4 (1 cement: 4 coarse sand)
100
32652
276.72
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ii) 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement: 5 coarses and) and a top layer 6mm thick cement plaster 1:3 (1 cement: 3 coarse sand) finished rough with sponge.
2208
1042514
400.13
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iii) 6mm thick plaster of mix 1:3 (1 cement: 3 fine sand)
50
13441
227.83
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Providing and applying plaster of Paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete
50
11629
197.11
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Providing and fixing 150 mm wide Chicken Wire mesh between junctions of column/beam and walls, fixed with U nails 150 mm centre to centre before plastering the junction.
100
7968
67.53
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Providing neat cement punning
100
7421
62.89
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Add for plaster drip course/groove in plastered surface or moulding to all type of RCC projections
100
6964
59.02
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Internal Wall painting with acrylic emulsion paint of approved brand/manufacturer to give an even shade with 2 or more coats as per manufacturer's specification to achieve required shade and colour complete as specified by IOCL.
500
76056
128.91
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Finishing walls with Acrylic Smooth exterior paint with Two or more coat applied @ 1.67 ltr/10 sqm over & including base coat of water proofing cement paint applied @ 2.20kg/10 sqm to achieve required shade and colour complete as specified by IOCL.
21180
4124745
165.04
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Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminium sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop(barrier)- cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: b) Fabricating and supplying serrated M.S. hot dip galvanised /Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimensional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon separator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade316, of the required capacity and in required numbers. c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory /work shop environment , including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. d) Providing and fixing in position flashings of solid aluminium sheet 1mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all ite interfaces with curtain glazing to make it watertight. e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profile sat bottom (if required), making necessary holes of required sizes and of required numbers etc. complete.
158.4
684632
3662.86
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This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as enquired, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineering-Charge. Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this subhead. However, for the purpose of payment, only the actual area of structural glazing(including width of grooves ) on the external face shall be measured in sqm. up to two decimal places. Note:-2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accredited by NABL(National Accreditation Board for Testing and Calibration Laboratories),Department of Science & Technologies, India. Cost of testing ispayable separately. The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the testand importance of the work.
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Performance Testing of Structural glazing system Tests to be conducted in the NBL Certified laboratories1. Performance Laboratory Test for Air Leakage Test (-50pa to # 300pa)& B257(+50pa to +300pa) as per ASTM E-283-04 testing method for arange of testing limit 1 to 200 mVhr#2. Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331-09testing method for a range up to 2000 ml.#3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05testing method for a range upto 2000 ml#4. Structural Performance Deflection and deformation by static air pressure test (1.5 times design wind pressure without any failure) asper ASTME-330-10 testing method for a range upto 50 mm#5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test# Tests to be conducted on site 6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa(35psi) upto 2000ml#
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-
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Providing, assembling and supplying vision glass panels (IGUs)comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthened clear float glass6mm thick, spacer tube12mm wide, desiccants, including primary seal and secondary seal(structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.26.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm.(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Air gap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT)of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement.
158.4
725237
3880.1
... More
ROAD, DRAINAGE & PAVING
-
-
-
... More
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth within premises
20507
3801062
157.08
... More
Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mixer plant at Optimum Moisture Content, carriage of mixed material by tippers to work site, for all lead and lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface & compacting with vibratory power roller to achieve the desired density, complete as per specification & direction of Engineer-in-charge.
-
-
-
... More
ii) With material confirming to grade-II (size 53 mm to .075 mm) having CBR value -25,Thickness as desired
3961
12352347
2642.79
... More
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to .075 mm) to wet mix macadam (WMM) specifications including premixing the material with water at OMC for all leads and lifts, laying in uniform layers with mechanical paver finisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 ton capacity to achieve the desired density, complete as per specifications & directions of Engineer-in- charge
3545
11072289
2646.91
... More
Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer- in- charge.
1519
7725007
4309.82
... More
Providing and laying of 150 micron thick LDPE film over sand filling and DLC layers in paver block paving and RCC road/ paving respectively all completed along with associated works as per approved drawing, Technical specification and direction of Engineer-In-Charge.
15107
802181
45
... More
Providing & laying design mix cement concrete of M-30 grade, in roads/ driveways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as/approved & specified design criteria,providing dowel bars with sleeve/ tie bars wherever reqd,laying at site,spreading & compacting,mechanically by using needle & surface vibrators, vacuum dewatering, leveling to required slope /camber finishing with required texture, including steel form work with sturdy MS.channel sections, curing, making provision for contraction/expansion, construction and longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants,complete all as/direction of Engineer- in-Charge (Item of Joint fillers, sealants, Dowel bar with sleeve / tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Less cement used as per design mix (if any) will be recoverable separately. No extra payment against extra cement if used shall be payable.
-
-
-
... More
i) Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer.
3848
41650428
9172.81
... More
Floor hardener of type Fosroc Nitoflor Hardtop or similar such as to provide additional abrasion resistant of 250% or more. The Floor hardener material to be used @ 7 Kg/sqm. The job is to be done as per the specifications of manufacturer in all respects to get best results.
15107
3795032
212.89
... More
Providing and fixing in position dowel bar 12 mm diameter MS round bars 500 mm long of all complete and as per drawings, specification and direction of Engineer-in-charge.
50
3513
59.55
... More
Providing and fixing in position pre-moulded joint filler in expansion joints for 1 cm depth and 1 cm width of all complete and as per drawing, specification and direction of Engineer-in-charge. [Fibre Board/Expansion Board]
100
418
3.55
... More
Providing and fixing of alternate black and yellow plastic road hump safety speed breaker of width minimum 350 mm and height 75mm all complete, as per specification and direction of Engineer-in-charge.
50
110356
1870.45
... More
Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degres to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.
500
117675
199.45
... More
Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
500
384013
650.87
... More
Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete s per drawings, specification and direction of the engineer-incharge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment).
150
1035984
5853.02
... More
Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG-10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2mm sieve and retained on 2.36mm sieve) per 100 sqm of road surface including rolling and finishing with power road roller all complete.
100
11725
99.37
... More
2.5 cm Premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2mm and 11.2mm size respectively per 100 sqm. and 52 kg. and 56 kg. of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete. (tack coat to be paid for separately) :
-
-
-
... More
i) With paving Asphalt grade VG-10, heated and then mixed with solvent at the rate of 70 grams per kg of asphalt.
2100
515870
208.18
... More
Providing and applying tack coat using hot straight run bitumen of grade VG-10 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :
-
-
-
... More
ii) On bituminous surface @ 0.50 Kg / sqm.
2100
83533
33.71
... More
Providing & laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder & filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade level alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve desired compaction & density, complete as per specifications and directions of Engineer-in-charge: Payment for actual thickness will be made
-
-
-
... More
i) 50/100mm average compacted thickness with bitumen of VG-30 grade @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
100
1190054
10085.21
... More
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement:3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment) (Precast C.C. kerb stone shall be approved by Engineer-in-charge.
19.8
196107
8393.59
... More
Surface dressing on old surface with hot bitumen of grade VG-10 of approved quality using 1.95 kg of bitumen per sqm. with 1.50 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface including consolidation with road roller of 6 to 8 tonne capacity, etc. complete.
2100
323775
130.66
... More
Providing & laying factory made reflective type Lacquered finish Grey / coloured pre-cast cement concrete, interlocking paver block of specified grade made by block making machine wih vibratory compaction & of approved size and design / shape, shade and manufacturers and as per IOCL's specifications. The paver blocks shall have peripheral chamfer, with average crushing strength as per IS 15658, maximum water absorption of 2% after 10 minutes and 5% after 24 hrs. as per BS 1881, maximum dimensional deviations of +/- 2mm on length @ width and +/- 3 mm on thickness. The job includes supplying and laying a layer of 50 mm thick clean coarse sand on thoroughly compacted sub-base below the paver blocks, cutting the paver blocks wherever required with hydraulic splitter, filling in the joints at the edges of paver blocks with sand, compacting with machine vibrator to required line and level, etc. complete. (Payment for provision of edge restraints shall be made separately)
-
-
-
... More
ii) M40 grade 80 mm thick reflective type Lacquered finish
1750
2466663
1194.51
... More
i) M35 grade 60 mm thick reflective type Lacquered finish
500
565674
958.77
... More
Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450 mm deep for the same in bitumen/concrete pavement at specified spacing.
650
561467
732.03
... More
Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Tiles of dark shade pigment using ordinary cement
175
192030
929.93
... More
Providing and filling joints between concrete and pavers upto the depth of 80mm with cement slurry, backer rod and to be finished with approved Polysulphate sealant of all complete and as per drawing & specification and direction of Engineer-in-charge.
100
74163
628.5
... More
Providing groove of uniform size from 5x50mm in CC Pavement surface as per Site-In-Charge and finishing the groove with Polysulphide sealent complete as per specifications and direction of the Site- In-charge.
5560
1410572
215
... More
Providing contraction joints of 10 mm wide and 25mm deep groove cutting and filled with polysulphide sealant and primer of all complete and as per drawing, specification and direction of Engineer-in-charge.
100
75885
643.1
... More
Supplying and placing in position 25 mm thick expansion filler fibre board of approved manufacturer (SHALITEX/DURABOND/JOLLY BITULEX or equivalent) conforming to IS:1838 in expansion / isolation joints in concrete in retaining wall, toe wall and boundary wall at all levels including cost of primer, sealing compound Grade-A (IS:1834), supply of materials / electricity / labour / tools & tackles / instruments / equipments / fuel as required etc., placing in position, supervision, maintaining proper quality control, all complete as per drawings, specifications and direction of the Engineer-in-Charge. Both the sides of joints to be neatly prepared in CM 1:4 in line and length before plastering of boundary wall.
122
94142
653.95
... More
MISCELLANEOUS
-
-
-
... More
52 mm thick cement concrete flooring with concrete hardener topping under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound is mixed @ 2 litre per 50kg of cement or as per manufacturers specifications. This includes cost of cement slurry, 2mm thick PVC strip at desired spacing, cost of nosing in steps Complete.
150
33592
189.79
... More
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50mm including strengthening with 2mm dia GI wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge using hot dipped galvanised wire of 4mm dia (The rate for civil works for excavation, brick masonry, PCC shall be paid separately)
633.15
596841
798.86
... More
Providing 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 'X' shaped placed 3.00 m apart and with 5 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)
1900
575162
256.54
... More
Fencing with G.I barbed wire in R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used.
635
9733
12.99
... More
Providing & Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : i) Serrated with central bulb (225mm wide, 8-11mm thick)
105
35160
283.78
... More
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : Light Duty
-
-
-
... More
150 mm dia. R.C.C. pipe
50
27350
463.56
... More
300 mm dia. R.C.C. pipe
50
51061
865.45
... More
Providing and laying non-pressure NP3 class (Medium class) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc.complete
-
-
-
... More
600 mm dia. R.C.C. pipe
50
176455
2990.77
... More
900 mm dia. R.C.C. pipe
50
277602
4705.12
... More
Providing and fixing B class G.I. pipes complete with G.I. fittings including trenching and refilling etc for WATER and AIR, External work
-
-
-
... More
vi) 50 mm dia. nominal bore
50
33419
566.43
... More
viii) 80 mm dia. nominal bore
50
51224
868.21
... More
Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).
1800
169983
80.03
... More
Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment).
180
109513
515.6
... More
Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) :
-
-
-
... More
i) Screened through sieve of I.S. designation 20 mm
90
26990
254.15
... More
Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in charge
180
7763
36.55
... More
Fine dressing of the ground.
6600
28815
3.7
... More
Grassing with selection No. 1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately).
-
-
-
... More
i) With grass Turf
6600
106306
13.65
... More
Boring/drilling bore well of required dia for casing/ strainer pipe by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge - 150mm dia in all types of soil up to 90m depth below ground.
200
83142
352.3
... More
Supplying, filling, spreading & levelling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
50
78429
1329.31
... More
Supplying, filling, spreading & levelling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
50
78429
1329.31
... More
Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge.
305
605715
1683.01
... More
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
145
109302
638.82
... More
Providing and erecting a Single 'W' metal beam crash barrier comprising of 3 mm thick corrrugated sheet metal beam rail,70 cm above road/ground level,fixed on ISMC series channel vertical post,150 x 75 x 5 mm spaced 2m centre to centre ,1.8 m high,1.1 m below ground/road level,all steel parts and fitments to be galvanized by hot dip process,all fittings to conform to IS:1367 and IS:1364,metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm,330 mm long complete as per specifications.Type-A,'W' MORTH specifications No.810.The job also includes for providing & erecting End treatment details as shown in drawings.(payment of civlil work for fixing Post shall be made in respective civil items)
600
3040081
4293.9
... More
Supplying and fixing Road Hump of minimum size 350 mm width x 50 mm thick made of Carbon Black mixed Rubber with Additive of LDPE for reinforcement & UV resistant colouring agent of black & yellow colour with 4 reflective glass beads, of weight not less than 16 Kg/metre, and capacity to withstand minimum 35 tonne weight (moving vehicle load) including cleaning the road surface of all dirt, scales, oil, grease and foreign material etc. and fixing the hump on the Road top as per manufactures specifications with necessary fasteners complete in all respects inclusive of cost of all labour, materials, fasteners, tools, tackles etc. as per specification and direction of the Engineer-in-Charge.
156
518430
2816.33
... More
Supply of Heavy Duty rubber Wheel chokes/wedge (Yellow & Black) for Tank Trucks having rope or holder and min 200mm width, 325mm length, 225mm height
20
93229
3950.4
... More
Providing and fixing stainless steel bollard of steel pipe 1.0Meter long of 250mm inner diameter and circular top plate of 350mm diameter with 5mm thickness on deck of jetty in cement concrete including necessary fixtures and fastening etc. complete (Stainless Steel of Grade S-304)
10
263930
22367
... More
ACM CLADDING WORK:
-
-
-
... More
Supply, Fabrication, Packaging, Transportation, Erection, Installationand commissioning of Cladding work consisting of ACM includding supporting MS Structure Complete as per drawing, Specifications and QAP. This item to be used at Building Cladding/Building Fascia/Columns/underdeck portion of Building Fascia / extra width of spreader (Bottom Width600 mm) etc. complete as specifications & QAP.
345
1443658
3546.2
... More
Supply, Fabrication, Packaging, Transportation, Erection, Installation and commissioning of ACM Cladding for Side Canopy Fascia with Backlit Indianoil / Assamoil Lettering ACM Cladding Side Fascia (800 mm height) with Backlit IndianOil Lettering, with cove light - 2.2 M Length includding supporting painted MS Structure Complete as per drawing, Specifications and QAP. Item also include providing 22 SWG GIFlushing-300 mm complete, if required as per drawing.
2
148415
62887.93
... More
DEMOLITION & DISMANTLING
-
-
-
... More
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars & disposal of unserviceable material outside site to an unobjectionable place as/ direction of Engineer-in-charge
166.49
498999
2539.98
... More
Demolishing cement concrete manually/ by mechanical means including disposal of material outside premises at an unobjectionable place as per direction of Engineer-in-charge.
-
-
-
... More
i) 1:3:6 or richer mix (i/c equivalent design mix)
10.13
20811
1741.07
... More
ii) 1:4:8 or leaner mix (i/c equivalent design mix)
20
25370
1075.03
... More
Dismantling Steel work in single sections including dismembering and stacking within premises
-
-
-
... More
i) R.S Joists
50
145
2.46
... More
ii) Channels, angles, tees and flats etc
50
100
1.71
... More
Dismantling Steel work in built up sections in angles, tees, flats channels etc. including all gusset plates, bolts nuts, cutting rivets welding etc. including dismembering and stacking within premises
50.06
245
4.15
... More
Demolishing brick work manually/mechanical means including stacking of serviceable material & disposal of unserviceable material outside premises at an unobjectionable place as / direction of Engg-in-charge
119.01
206850
1472.96
... More
Dismantling manually/by mechanical means including stacking of serviceable material & disposal of unserviceable material outside site at unobjectionable place as per direction of Engineer-in-charge :
-
-
-
... More
i) Water bound macadam road
100
18446
156.33
... More
ii) Bituminous road
100
36259
307.28
... More
Taking out existing CC interlocking paver blocks from footpath central verge, including removal of rubbish etc., disposal of unserviceable material out of site at unobjectionable place and stacking serviceable material within premises as per direction of Engineer - in-Charge
100
11121
94.25
... More
Demolishing C.C./R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1000 m, stacking serviceable and unserviceable material separately including cutting reinforcement bars.
45
113338
2134.44
... More
Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1000 m, as per direction of Engineer-in-charge.
100
37986
321.92
... More
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within premises
500
23057
39.08
... More
Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish at desired place or outside the premises as desired as per direction of Engineer in charge.
ii) With cement mortar 1:4(1 Cement : 4 coarse sand)
650
330185
430.49
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