Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date1 May 2024
Closing Date8 May 2024
Tender Amount₹ 9,00,000
Costs
EMD
₹ 18,000Document Cost
₹ 600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWDJK_248343_1Bid Award Id
ViewTender No
Nit-05/e-tend/2024-25/791-798 dtd.30-04-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://jktenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means)
1
4
4.55
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Supplying, stacking and laying water bound macadam base course with stone aggregate 63-45mm size, stone screening 13.2mm size and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8-10 tonne capacity including carriage of all materials as involved upto site of work complete. Finished work to be measured (75mm compacted thickness).
1
1804
1804
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Supplying, stacking and laying water bound macadam base course with stone aggregate 53-22.4mm size, stone screening 11.2mm size and binding material as per MORTH specifications including screening, sorting, spreading to template and consolidation with power road roller of 8-10 tonne capacity including carriage of all materials from sources upto site of work complete. Finished work to be measured (75mm compacted thickness).
1
1968
1968
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Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & 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 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
1
1546
1546.48
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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 on bitumen boiler, cleaning and preparing the existing road surface as per specifications.
-
-
-
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a) On WBM @ 0.75 Kg/Sqm
1
60
60.97
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b) On B.T Surface @0.50Kg/Sqm
1
45
45.26
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Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specification to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-charge. 50mm compacted thickness with bitumen of grade VG-10 @ 3.50% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity including all carriages complete.
1
7044
7044.58
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Providing and laying 25mm thick semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge 25 mm compacted thickness with bitumen of grade 25 mm compacted thickness with bitumen of grade VG10 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 100-120 TPH capacity.
1
240
240.34
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Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. (6mm thick)
1
83
83.15
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Providing and laying of 40mm thick Dense Bituminous Concrete with bitumen @ 5.5% and filler (cement) @ 3% by weight of total mix on prepared surface with specified graded stone aggregate, hot mixing of bitumen with filler and stone aggregate in hot mix plant, transporting the mixed material by tippers to paver and laying the mixed material with paver finisher to the required level and grade and rolling with road roller as per MORTH specifications to achieve the desired density and compaction but excluding the cost of primer / tack coat including removal of existing semidense coat with mechanical scrapper (wherever required) including all carriages and cost of material, labour, testing during execution for quality control and T&P involved for completion of item of work complete as per direction of EIC.
1
10240
10240.16
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Clearance of drains (manual means) by way of removing accumulated / deposited mulba, silt, rubbish vegetation, etc, including disposal of the same beyond municipal limits or as directed by the EIC including loading and unloading etc complete.
1
8
8.5
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Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic 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.
1
523
523.9
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Taking out of existing Devri / kerb stones including cleaning the same and re-fixing in position to the required level line and curvatures in cement mortar 1:3 20mm thick (1 cement: 3 fine sand) including providing and laying of cement concrete block 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) and shuttering as per the direction of EIC including all carriages of materials as involved upto site of work and disposal of unserviceable materials got from dismantling outside the municipal limits complete (finished work to be measured)
1
22
22.8
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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 the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-incharge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
1
7022
7022.07
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Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With ready mixed red oxide zinc chromatic on steel / iron works having VOC content less than 250 grams/ liter.
1
52
52.32
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Painting on steel work with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade on old work (one or more coats
1
24
24.4
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Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
1
10
10.24
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Providing and laying of 300mm dia. RCC spun pipes as X - drainage in position to the required slopes and grades including earth work in excavation and refilling the same and providing of proper cushioning including carriages of pipes upto site of work complete.
1
2222
2222.2
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Providing and laying of 300mm dia. M.S pipes as X - drainage in position to the required slopes and grades including earth work in excavation and refilling the same and providing of proper cushioning including carriages of pipes upto site of work complete.
1
2460
2460
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Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
1
113
113.32
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Manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type-IV of ASTM-D-4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC : 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminum alloy rivets @ 20cm c/c to back support frame of M.S. angle iron of size 25x25x3mm along with theft resistant measures mounted and fixed with 2 nos. M.S. angles of size 35x35x5mm to a vertical post made upto M.S. Tee section ISMT 50x50x6mm welded with base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical M.S.-Tee support to be painted in black and white colours). Backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge.
-
-
-
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a) Mandatory/Regulatory sign boards of 900 mm diameter with part as length of 3750 mm.
1
5645
5645.99
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b) Cautionary/warning sign boards of equilateral triangular shape having each side of 900 mm support length of 3650mm.
1
4295
4295.04
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Providing and fixing High intensity heat activated Retro-reflective PVC Tape / sheeting of approved brand and manufacture including adhesion to surface and all costs.
1
1013
1013.52
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Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.
-
-
-
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a. Beyond 30 cm girth upto and including 60 cm girth.
1
310
310.82
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b. Beyond 60 cm girth upto and including 120 cm girth.
1
1380
1380.06
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2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2mm size and 11.2mm size respectively, per 100 Sqm and 52 Kg and 56 Kg of hot bitumen per cum of stone chippings of 13.2nn and 11.2mm size respectively including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete 16.40.1 with paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per Kg of asphalt.
1
182
182.61
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Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge.
1
669
669.24
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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
1
4266
4266.38
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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
1
4701
4701.55
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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)
1
5965
5965.71
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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
1
5080
5080.11
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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centering, shuttering and finishing with 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size).
1
6157
6157.6
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Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20 mm nominal size stone aggregate.
1
460
460.96
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Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.
1
762
762.07
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12mm Cement plaster of mix: 1:6 ( 1 cement : 6 coarse sand)
1
218
218.28
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Centering and shuttering including strutting, propping etc. and removal of form work for:
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-
-
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a) Foundations, footings, bases for columns
1
234
234.81
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b) Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc
1
425
425.28
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
1
101
101.02
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Providing and fixing manhole cover (C.I) 600x600mm size complete as per directions of EIC.
1
811
811.41
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Engagement of manual labour / JCB for dressing of shoulders of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead upto 50m and lift as per the requirement of site all complete as per the instructions of EIC.
-
-
-
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a) Manual labour.
1
453
453.46
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b) JCB.
1
820
820
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Erecting Waterproof and Decorative Shamyanas/ Canopies of required area with including dismantling after the culmination of event,cost and carriage of all materials complete. (On rental basis)
1
676
676.17
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Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge:
-
-
-
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1:03:06 or richer mix
1
1414
1414.66
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1:4:8 or leaner mix
1
872
872.92
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Hiring of following items
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-
-
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Table 3'x6'
1
82
82
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Table 3'x4'
1
61
61.5
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Plastic chair
1
16
16.4
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Hire charges for sofas (Three seater) with slip covers etc as directed by WIC including all carriage complete upto site of work.
1
1008
1008.6
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Earth filling (free from pebbles, clods, vegetations and other foreign materials) carrying by MT laying in layers incl. dressing watering and consolidating with power road roller incl. all head load, leads, lifts and carriages from approved source upto site of work complete(including royality)
1
574
574
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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 ,including fixing the railing with necessary accessories and 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.).
1
4100
4100
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Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
1
1609
1609.05
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Chequerred precast cement concrete tiles 22mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing, cleaning and curing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand) .11.29.1 Light shade using white cement
1
1060
1060.74
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Providing & fixing of wood work in frames for barricading, fixing in position, digging holes incl. cost of nails screw etc , incl dismantling and stacking of same in Divisional store complete job (K.D wood).
1
45100
45100.01
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Labour Charges for providing & fixing of wood work for barricading and fixing in position, digging holes incl. const of nails screw etc , carriage from store to site incl.dismantling and stacking of same in Divisional store complete job.
1
984
984
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Providing and fixing of 32mm dia G.I pipes for barricading as per the direction of Engineer Incharge incl. cost of all fittings , dismantling,and carriage of same from site to Divisinal store complete job
1
541
541.2
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Labour rate for fixing of 32mm dia G.I pipes for barricading of required length as per the direction of Engineer Incharge incl. cost of all fitting , incl. cost of all fittings , dismantling,and carriage from divisional store and back from site to Divisinal store complete job
1
205
205
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Carriage of material from source to site of work by mechanical transport including stacking at site complete.
-
-
-
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A) Sand + Aggregate below 40mm nominal size.
-
-
-
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a. 10 Kms avg. lead.
1
228
228.81
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b. 15 Kms avg. lead.
1
282
282.48
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c. 20 Kms Avg. lead.
1
336
336.15
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Add GST by applying factor 0.219512 on basic total Amount of items.
139616.52
30647
0.22
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