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| 1 | Clearing light jungle area, bulb weeds, grass including cutting all unwanted plants, branches, twigs, wild growth etc. complete, and disposing the same 100 metres away manually or burning them without disturbing other areas etc., complete all as directed by the Engineer-in-charge. Contractor must be informed to Engineer-in-charge and prior permission shall be obtained from him for burning the wild growth. |
| 2 | Cutting and Filling all types of trees including cutting of trunks, branches and removing the roots and stacking of serviceable wood materials at places specified with a lead of 200m, disposal of unserviceable materials including filling the pits and depressions with excavated earth complete for trees of girth mentioned below complete all as directed by the Engineer-in-charge. |
| 3 | Girth beyond 30cm, up to and including 60cm, measured at 0.5m above ground level |
| 4 | Removal and refixing of existing GI chain link fencing with fencing post, SS concertina coil, Barbed wire at a height upto 4.0m over RR masonry wall including braking the concrete and removal of fencing post from RR masonry, lifting, loading, transporting, unloading and stacking as place shown by Engineer-in-charge upto a lead of 1.0km. The rates shall includes making approches, to reach the fence area, tools, tackles and labour etc., all complete and as directed by the Engineer-in-charge. |
| 5 | Removal of existing GI chain link fencing with RCC fence post |
| 6 | Refixing of existing GI chain link fencing with RCC fence post |
| 7 | Earthwork excavation by mechanical means (Hydraulic excavator) or manual means for foundation, substructures, plinth beam, cess pits & trenches, all kinds of foundation etc., in all types of soil like hard gravelly soil, sandy soil for the following depth from average ground level upto the required founding level, line and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, levelling, ramming and achieving 95% modified proctor density at the bottom of trenches, dressing of sides, stacking the excavated materials away from the edge of trenches, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus excavated earth (Disposed soil to be leveled by breaking clods, if any and neatly dressed and leveled) within the lead specified below all complete as per specifications and as directed by the Engineer-in-charge.(if water encountered during excavation , it shall be drained out by proper dewatering arrangements and power supply required for dewatering shall borne by the contractor.)Note:1. Proper compaction shall be carried out at the founding level with a suitable roller of adequate capacity.2. Refilling shall be done in layers of not more than 300mm (loose). |
| 8 | All kinds of soil with depth up to 1.5m below average Ground level and disposing surplus excavated earth up to a lead of 1Km |
| 9 | All kinds of soil with depth exceeding 1.5m but not exceeding 3m below average Ground level and disposing surplus excavated earth up to a lead of 1Km |
| 10 | Engineered back filling with selected earth including excavation from borrow pits with a lead upto 60 km filling in layer of not more than 300 mm, each layer well rammed and consolidated including water consolidation etc complying with standard specification. Note : 1) Necessary permission from state authorities for bringing the required earth will be the responsibility of the contractor. 2) The quality of earth required for the work shall be got approved for borrow pits outside the property within a lead upto 60 km from EIC before supply. 3) Necessary Testing to be carried out for compaction and as directed by the Engineer all as per specification, including excavation, loading transporting, depositing in loose layers of each 300 mm thickness, after removing / breaking clods etc. watering to optimum moisture content and compacting each layer to 95 % of maximum dry density etc., all as specified and as directed by the EIC. |
| 11 | Filling with rock muck / weathered rock / residual soil / soil stacked in FRFCF premises within a lead upto 5 Km including segregation of rock muck and boulders of size less than 300mm from stock pile and formation of necessary ramp/approaches at stock yard, loading, transporting, depositing in loose layers of each not more than 500 mm thickness, after removing vegetation etc., watering, compacting each layer and conducting all field tests etc., as per QAP, specification and as directed by the Engineer-in-charge.Note : 1. The item rate is inclusive of segregation of rock muck & boulders lesser than 300mm from the stock pile. |
| 12 | Supplying & placing Filcrete using cement crushed stone sand in proportion of 1:15 at temperature not exceeding 38 deg C for filling at all elevation inclusive of all labour, batching, mixing, transportation, material, compaction, pumping, curing etc all complete as per specification, drawing and as directed by the Engineer In-charge. |
| 13 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MoRT&H specifications for road and bridge works (4th Revision) and as directed by the Engineer-in-charge. |
| 14 | for Grading-I material |
| 15 | Providing and laying plain cement concrete M20 grade using 300 kg/cum of PPC, 20mm maximum size graded aggregates and washed crushed stone sand including mechanical mixing, transporting and placing in required position, ramming, compaction, levelling, curing, shuttering, dewatering if any, complete all as per specification for levelling courses in foundation for walls, footings, floor drains etc., encasing pipes and other required works directed by Engineer-in-Charge complete all as per specifications. Dosage of PCE based admixture as per workability requirment at site conditions. Note: 1. The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixture. Polycarboxylate ether (PCE) based chemical admixture confirming to IS 9103 shall be mixed in fresh concrete and prior permission from engineer-in-charge shall be obtained for dosage and compatibility.2. Test certificate of cement, procured from dealer/company to be submitted for all cement related works by the Contractor.3. The rate shall be quoted on the basis of using minimum cement per cu.m. of concrete mentioned below for relevant grade of concrete. Any upward/ downward variation required to obtain the specified strength will be paid for or deducted at the rate of cement specified in Schedule F. |
| 16 | Providing and laying cast insitu controlled reinforced cement concrete of specified grade at all levels and lifts mentioned below using 20mm maximum size hard granite machine crushed graded stone aggregates including weigh batching, charges for mixing & cost of admixture, mechanical mixing, transporting and placing at all lifts, vibrating, consolidating, curing and finishing smooth of all exposed faces complete for column footing, columns, lintels, sunshades, gutter slabs, beams, slabs, water tank, machine foundation and all other structural elements including dewatering wherever necessary (Formwork and reinforcement will be paid for separately) all as per specification and all as shown in drawings and as directed by the Engineer-in-charge for all insitu item.Note: 1. The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixture. Chemical admixture confirming to IS 9103 shall be mixed in fresh concrete and prior permission from engineer-in-charge shall be obtained for dosage and compatibility2. Test certificate of cement, procured from dealer/company to be submitted for all cement related works by the Contractor.3. The rate shall be quoted on the basis of using minimum cement per cu.m. of concrete mentioned below for relevant grade of concrete. Any upward/ downward variation required to obtain the specified strength will be paid for or deducted at the rate of cement specified in Schedule F. |
| 17 | M30 grade with 370 kg. of cement per cu.m. of concrete for all floors |
| 18 | Manufacturing, supplying, hoisting and fixing in position at all lifts, precast units of various patterns and sizes for precast plain solid units, slabs, etc, in controlled reinforced cement concrete of M30 grade using 20mm and below machine crushed graded stone aggregate including making perforations in precast slab as per drawing weigh batching, mechanical mixing, casting, vibrating, finishing of exposed faces, curing, necessary formwork, moulds, transporting and placing at all lifts, preparation of connections, grouting with cement mortar/cement grout wherever needed excluding steel reinforcement complete all as per drawing, specification and as directed by Engineer. Note: 1. The rate shall be quoted on the basis of using 380 Kg. of PPC Cement per cu.m. of concrete. Any upward/downward variation required to obtain the specified strength will be paid for or deducted at the rate specified in schedule F. 2. The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixture. Chemical admixture confirming to IS:9103 shall be mixed in fresh concrete and prior permission from Engineer-in-charge shall be obtained for dosage and compatibility. 3. Test certificate of cement, procured from dealer/company to be submitted for all cement related works by the Contractor. |
| 19 | Providing straightening, decoiling wherever necessary bending, cutting, binding and fixing in position steel reinforcement TMT bars of Fe500D grade steel conforming to IS:1786 and tying with approved annealed binding wire of 1.6mm dia in all reinforced cement concrete work at all lifts, including cost of supplying and fixing the spacer/cover blocks and binding wire complete all as per specification and as directed by Engineer-in-Charge at all lifts. Note: The rate shall be including the cost and testing of reinforcement steel at thrid party NABL lab. The reinforcement steel will be procured from dealers with a test certificate as approved by the department. For further details please see Clause 11 of Section VIII, General Information for Guidance of Tenderers. |
| 20 | Supplying, fabricating, erecting and fixing in position at all levels, centering and shuttering to correct line and levels including strutting, propping, etc., with necessary bracings in all axes to give a stable assembly with provision for making the joints in the shuttering fully leak proof and with provision for fixing coil nuts with tie rods along with suitable channel for lateral supports and for inserts, projecting dowels, anchor bolts or any other fixture, including staging, access and working platforms etc., all complete as specified and directed including dismantling and removing the aforesaid assembly after the concrete attains the sufficient strength to self-support itself without cracking and distortion all as per specification, including all materials and labour complete in all respects at all lifts. The measurement for the formwork will be the actual area of forms in contact with concrete surfaces. Shuttering with plywood panels alone will be permitted. |
| 21 | Providing, supplying, cutting, bending to shape, welding, fabricating, hoisting, placing and fixing in position structural steel members like MS structural embedment's/pipe and sleeves/penetration etc. Using MS angles, channels, I-sections, plates, tees, flats, rounds, MS/CS pipes,square sections etc. including chamfering and rounding off the edges, applying a coat of Red lead paint primer / Zinc chromate primer of approved make and 2 coats of flat oil paint / sythetic enamel paint of approved colour and make, scaffolding and staging required for fabrication as well as erection complete all as per specifications, drawings and as directed by the Engineer-in-charge.Note: Lifting device arrangements if any required also arranged by the contractor at his own cost. |
| 22 | Providing and fixing bolts including nuts and washers of approved size, quality and make as per requirements as per specifications and drawings complete al as directed at site by the Engineer-in-Charge. |
| 23 | Providing, supplying, cutting, bending to shape, welding, fabricating, hoisting, placing and fixing in position structural steel members like trusses, purlins etc. with curved profile of members using MS hollow / circular / square / rectangular tubular sections including chamfering and rounding off the edges, applying a coat of Red lead paint primer / Zinc chromate primer of approved make and 2 coats of flat oil paint / sythetic enamel paint of approved colour and make, scaffolding and staging required for fabrication as well as erection complete all as per specifications, drawings and as directed by the Engineer-in-charge.Note: Lifting device arrangements if any reqired also arranged by the contractor at his own cost. |
| 24 | Providing, fabricating and fixing hand rail using SS304 grade Stainless Steel pipes, Square sections, plates etc. of approved size and make and quality by cutting to required size, welding, mirror / mat polishing, fixing at site etc. for balcony railing & staircases railing including special sections as per drawings, speciifications complete. A sample to be fabricated and to be got approved by the Engineer-in-charge before starting of work at site.This work to be exceuted through approved specialized agency. |
| 25 | Providing and constructing fly ash brick masonry at all lifts using fly ash bricks in cement mortar 1:5 including suitable scaffolding, raking out joints, curing complete as per specifications and drawings for foundation, superstructure, etc. for the following floors. |
| 26 | for Basement and Ground Floor |
| 27 | Providing and constructing at all floors and lifts 115mm thick brick work in cement mortar 1:4 using Fly ash bricks including providing and placing in position 2 nos of 8mm dia rods at every 4th layer, scaffolding, curing, racking out the joint on both faces etc. complete all as per specification and as directed by the Engineer-in-Charge. |
| 28 | for Basement and Ground Floor |
| 29 | Providing and constructing Random Rubble masonry in cement mortar 1:6 using hard granite stones obtained from approved quary with bond stones at 2.00 metres apat for foundation, basement and in superstructure, compound/boundary walls, including sizing of stones if required, raking out joints, scaffolding, curing etc., complete all as per drawing, specifications and as directed by Engineer-in-charge at all lifts. |
| 30 | Constructing Random Rubble masonry in cement mortar 1:6 using hard granite stones bond stones at 2.00 metres apart for foundation, basement and in superstructure, compound/boundary walls, including sizing of stones if required, raking out joints, scaffolding, curing etc., complete all as per drawing, specifications and as directed by Engineer-in-charge at all lifts. Note: The boulders will be issued by department, the boulder sizes may varies from 30cm to 150cm, the rate inclusive of cutting, dressing the stones to sizes not less than 15cm not more than 30cm for proper masonry work, conveying and transporting the stones from departmental stack yard to site of work, lifting, shifting, handling, and placing in position, including cost of all labour, machinery, tools, tackles, watering, curing, scaffolding, etc., complete as directed by Engineer-in-charge. |
| 31 | Providing Flush pointing over the random rubble masonry wall with cement mortar 1:3 at all levels including scaffolding, curing, forming grooves wherever necessary all as per specifications, drawings and as directed by Engineer-in-charge. |
| 32 | Providing and laying 25mm thick Indian patent stone flooring and skirting with cement concrete 1:2:4, using 10mm and below size hard broken granite stone jelly including dividing strips, laying in panels, consolidating, curing, rubbing the surface smooth, clearing the surface neatly at the time of handing over the area complete all as per specifications and as directed by the Engineer. |
| 33 | Providing and constructing precast concrete solid blocks masonry wall in cement mortar 1:5 with solid concrete blocks of size 400x200x200mm Grade C (5.0), manufactured as per IS : 2185 (Part-1): 2005 density not less than 1800Kg/cum. at all Elevation including cost of materials, labour charges, scaffolding, curing complete all as per specifications and as directed by the Engineer-in-charge. |
| 34 | Providing plastering to the external surfaces of brickwork / concrete at all elevations in cement mortar 1:5, 12mm thick including hacking of concrete surfaces with pointed tool, scaffolding, finishing, curing, forming grooves wherever necessary, all as per specifications. |
| 35 | Providing and laying approved quality mirror polished Granite slabs for flooring & Skirting of required size & specified colour, pattem and free from cracks, fissures & flakes with straight edges & perfect corners laid at right angles as per pattern over a bedding of cement mortar 1:4, 20mm thick (or backing of cement mortar 1:3, 12mm thick as mentioned below) pointed neatly with white cement mixed with coloring pigment to match colour of slab and finished in all respects, including machine / hand cutting to required size and shape, moulding and polishing of exposed edges, fixing stone to level and plumb, anti-skid grooves for steps, curing, cleaning the surface neatly at the time of handing over the area, all materials and labour complete.Note: The sample Granite slab shall be got approved by the Architect/Engineer before procurement. |
| 36 | In flooring 18mm thick Granite slab fixing with 20mm thick bedding in cement mortar 1:4 |
| 37 | In skirting 18mm thick Granite slab laid over 12mm thick backing in cement mortar 1:3 |
| 38 | Providing and fixing Designer Concrete tile Flooring (using \\"EUROCON / ULTRA / Duracrete\\" make or approved equivalent type and make) of approved colour and design over 20mm thick cement mortar 1:4, setting the tiles in cement slurry including pointing the joints with white cement with matching colour pigments, curing and cleaning the tiles by water sponging after laying complete all as per specification and as directed by the Engineer-in-charge. |
| 39 | Providing and laying 40 mm thick cement concrete flooring with Metallic concrete hardener topping consisting of under layer 28 mm thick using N30 grade concrete with graded stone aggregate 20 mm size and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement + ironite hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, in which 1 part ironite hardening compound is mixed to 4 part cement by weight or as per manufacturers specifications, including providing & fixing glass dividing strip of 50x3 mm wherever required, necessary compaction, filling joints, neat cement finish, curing, cleaning the base etc. complete all as directed by the Engineer-In-charge |
| 40 | Providing and laying 60mm thick rubber moulded with vibratory compaction Factory made cement concrete precast interlocking paver block of M30 grade made and approved size, shape, design, colour & pattern including laid over 100mm thick compacted bed of coarse sand, filling the joints with coarse sand, compaction mechanically etc. all complete all as per the direction of the Engineer-in-charge.Note: The sample tile shall be got approved by the Engineer-in-charge before procurement. |
| 41 | Providing and applying painting Two coats at all levels with Acrylic emulsion paint (ACE or Equivalent approved brand, colour and manufacturer) to give an even shade including one under coat of suitable primer, applying putty, preparation of the surfaces, scaffolding complete all as per specifications and as directed by the Engineer-in-charge |
| 42 | Providing and fixing STAINLESS STEEL of SS 304 GRADE concertina coil fencing of diameter 610mm (Tolernces +50mm -0.00mm) having 50 nos rounds per 6 metre length with spring core made up of STAINLESS STEEL of SS 304 GRADE of 2.6mm dia with 0.5mm thick sheet tape made up of STAINLESS STEEL of SS 304 grade upto a working height of 3 to 4 metre supported over support angles/concrete posts placed 3 metre apart and 3 nos of horizontal stainless steel barbed wire tied to angle/concrete post properly including scaffolding, SS bolts, SS clips, wires all complete as per direction of Engineer-in-charge. Payment will be made based on the unit weight of the materials actually erected in position and wastage will not be considered.Note:Technical specifications of SS punched tape concertina coils 1) Diametre of punched tape concertina coils : 610mm (+50mm, -0.00mm) 2) Number of spiral turns per coil : 50 Nos. 3) Weight of concertina coil : 9 to 10kg / 6metre length. 4) No. of SS clips per coil: 125. 5) No. of SS clips per spiral pair: 5. 6) Thickness of SS spring steel core wire: 2.60 +/- 0.1mm. 7) Barb sheet thick of SS: 0.5mm. 8) Barb width of SS strip: 32 +/- 1mm. 9) Maximum recommended stretch length per coil: 6meters (approx.) 10) Uniform gap between the sharp barbs: 100 +/- 2mm (Centre to Centre) – Barb spring. 11) Length of each barb (Fish hook razor) : 60 +/- 2mm. 12) SS will be of 304 grade. Packing of concertina coils to be done with suitable packing material.13 The concertina coil has to be got approved by the Engineer before Bulk purchase. |
| 43 | Providing and fixing GI supporting Arm to fix SS concertina barbed tape of diameter 610mm, made up of hot dip galvanized steel angle of size 75x75x6mm (GI coating shall not be less than 350gm/sq.m. as per IS:277) including anchorage to the compound wall which will be embedded in the concrete, including all scaffolding charges, erection, fittings and fixtures complete. |
| 44 | Providing and fixing roofing sheet, cladding with 0.47mm thick colour coated concelled system profile corrugated/semi corrugated/plain zincalume sheets of 55mpa yield stress (AS 1397 - Zincalume AZ 150) with coating class AS/NZS 2728 (minimum 150 grams per relevant standard) having a total coating thickness of 35 micron. The sheet should be rolled over specially designed concealed fixing clip manufactred from hi-tensile Aluminium Zinc alloy Zincalumen steel based and galvanized hooks. The clip should be fastened with minimum 40micron Zinc coated / minium 25micron Zinc-Tin alloy coated. The rate is inclusive of all fixtures required for fixing the side roof, cladding on all sides, ridges etc. complete all as per specification and as directed by the Engineer-in-Charge. |
| 45 | Providing and laying the following sizes PVC water supply line with 'Finolex / Varun / Truebore, or approved equivalent make PVC pipes suitable for 6 kg/sq.cm pressure and specials confirming & marked to IS: 4985 including jointing with PVC jointing compound, laying and fixing the pipes in the excavated trenches, cost of all types of specials such as tees, reduces, coupler, reducing bushes, threaded adaptor, elbow, tall pieces, caps etc. and testing the line as directed by the Engineer-in-charge. |
| 46 | 50mm Outer dia PVC pipe |
| 47 | 75mm outer dia PVC pipe |
| 48 | 110mm outer dia PVC pipe |
| 49 | Dismantling of RCC works at all levels by manually / by mechanical including Cutting and stacking of steel reinforcement bars and disposal of unserviceable materials within 50m lead, labour, tools required etc. complete in all respects as per specifications and directed by the Engineer-in-charge. |
| 50 | Dismantling brick/block works at all levels by manually / by mechanical including Cutting and stacking of steel reinforcement bars and disposal of unserviceable materials within 50m lead, labour, tools required etc. complete in all respects as per specifications and directed by the Engineer-in-charge. |
| 51 | Dismantling Stone rubble masonry (In cement mortar) at all levels by manually / by mechanical means, carefully without damaging adjacent structures including stacking of serviceable materials and disposal of unserviceable materials wihtin 50m lead as per direction of Engineer-in-charge. |
| 52 | Providing and laying non pressure NP2 class RCC Hume pipes conforming to IS: 458, with collars jointed with stiff mixture of cement mortar in the proportion of 1:2, laying to the levels, slopes including testing of joints etc. complete all as per the drawings and specifications and as directed by the Engineer-in-charge. |
| 53 | 150mm dia NP2 class RCC Hume pipe |
| 54 | 300mm dia NP2 class RCC Hume pipe |
| 55 | Collection, supplying and stacking of Decomposed dry farmyard manure without undesirable materials, stacking the same at places as shown by Engineer for taking premeasurements including spreading the same at places shown with a lead upto 100 metres and filling in pits etc., complete all as per specification and as directed by the Engineer-in-charge. |
| 56 | Collection, supplying and stacking good quality Red earth without stones, gravel etc., and stacking for premeasurement at places as shown by Engineer for taking premeasurements including spreading the same at places shown with a lead upto 100 metres and filling in pits etc., complete all as per specification and as directed by the Engineer-in-charge. |
| 57 | Core cutting in RCC structures at given location of specified diameter and different lengths, with rotary drilling, either by pneumatic machines or by electrical machines, at all elevations / positions without disturbing adjacent structures etc., for horizontal and vertical surface all complete as per drawings, specifications and as directed by Engineer-in-charge. Rates to include all labour, tools, tackles, consumables, scaffolding & staging etc. |
| 58 | Above 200 mm & upto 300 mm diameter. |
| 59 | Supplying and fixing in position of heavy quality FRP manhole steps rungs of approved maket for the inspection chamber, valve chamber etc. all as per specifications and as directed by the Engineer-in-Charge. |
| 60 | Supply, fixing and laying Geo Textile stiching as per specification at junction, Leveling and laying at site as per drawing and direction by Engineer-in-charge. The required testing for qualification will be carried out by the contractor at his cost. (Payment will be made as per actual measurement at site, laps will also be measured for payment) |
| 61 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3 of MoRT&H specification for road and bridge works (4th revision), fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.Informatory signs as directed by the Engineer-In-Charge. |
| 62 | Providing and forming dry stone pitching of 230mm thick over the refilled earth surface including laying to the required grade and slope, packing and filling the intersects with broken stone and gravel, watering, compaction etc. complete in all respects all as per specification and as directed by the Engineer-in-charge. |
| 63 | Dismantling, removing handling and transportation of the the existing MS gate of opening size 12m long and 4m height including all associated fittings, locks, hinges, and posts and safe transportation of gate and components to the storage yard as place shown by Engineer in charge. Rate shall include necessary lifting equipment, truck and skilled labour. The contractor shall compliance with all safety standards and regulations and as directed by Engineer in charge. |
| 64 | Shifting, handling and transportation of the office container including disconnection of utilities (electrical, HVAC, PH items etc) to the storage yard as place shown by Engineer in charge. Rate shall include necessary lifting equipment and skilled labour, The contractor shall compliance with all safety standards and regulations and as directed by Engineer in charge. |
| 65 | Providing, maintaining temporary barricading upto a height of 4.0 metre from the existing ground level at construction site using New G.I sheet of Gauge25 fixed to steel frame work using nut and bolts. The frame work shall be made up of suitable diameter MS pipe fixed @ of 2.5m centre to centre, inter connected using MS flats by welding. The MS pipe are to be suitably fixed in cement concrete foundation (1:4:8) 300 x 300 x 900mm. The rates shall include Earthwork excavation and PCC for foundation. The contractor shall take all measures to keep barricading in position throughout the construction period. The rate also includes labour, tools etc all as directed by Engineer in charge.Note: After completion of work the contractor has to remove the entire barricading frame work , make the good surfaces and take back the all barricading materials from site. The rate shall be quoted accordingly |
| 66 | Removing, handling, transportation of existing Bus shelter made out of MS Structural steel with Galvalume sheet roof, from existing foundations including safe transportation and reassemble truss, purlin and securely fix in the foundations at specified location as shown by Engineer in charge including all fixtures and fittings (Bolts, Nuts, washers) and structural elements are properly aligned, tightened, and stable. Rate shall include necessary tools & tackles, lifting equipment, truck and skilled labour and carry out any necessary minor repairs or adjustments to the shelter structure during refixing. The contractor shall compliance with all safety standards and regulations and as directed by Engineer in charge. Note: Foundation items required for refixing of Bus shelter will be paid under relevant item. |
| 67 | Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Technical specifications clause 803 of MoRT&H specification for road and bridge works (4th revision). |
| 68 | Providing and fixing G.I chain link fencing conforming to IS: 2721 of required width in mesh size 50x50mm, made of G.I. wire 3.15mm diametre including strengthening with top and bottom line wire 4mm diametre, (4mm diametre line wire at top, bottom & middle to be provided incase fencing height exceeds 2m) cutting of chain link & wires to required length, spreading, fixing & binding chain link to fencing post with 18 gauge binding wire including cost of GI bolts and washers and wire etc. complete in all respects all as per specifications & directed by the Engineer-in-charge. Please Enable Macros to View BoQ information |
