Public Works Department Tender
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Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Public Works Department - PWD Tender
Eprocure
Opening Date6 Jul 2018
Closing Date2 Aug 2018
Tender Amount₹ 13,14,00,000
Costs
EMD
₹ 26,28,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_PWDJK_57249_1Bid Award Id
ViewTender No
NIT No 50 of RNB _Sopore _2018-19Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
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Documents
BOQ Items
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Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous / concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and MORTH technical Specification Clause 803.
2650
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P/L in position cement concrete of specified grade excl. the cost of centering and shuttering (all work upto plinth level) 1:3:6 ( 1 cement 3 course sand 6 graded stone agg: 20mm nominal size) (crushed) incl. all costs and carriages of involved materials, as per MORTH Technical Specification Clause 2200.
1275
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Centering and shuttering incl. strutting propping etc and removal of the same for Retainig walls (walls any thickness) incl. attached pilasters buttresses abutments and string courses upto floor five level, as per MORTH Technical Specification Clause 1500.
1800
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Centering and shuttering incl. strutting propping etc and removal of the same for foundation footings etc, incl. attached pilasters buttresses abutments and string courses upto floor five level, as per MORTH Technical Specification Clause 1500.
11.8
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P/L dry stone soling in foundation trenches tigtly hand packed with hand ramming, watering incl.costs and carriage of materials from source to site of work complete.
8
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P/L in position cement concrete of specified grade excl. the cost of centering and shuttering( all work upto plinth level) 1:4:8 (1 cement 4 course sand 8 graded stone agg: 40mm nominal size) (crushed) incl.all costs and carriages of involved materials, as per MORTH Technical Specificatoio Clause 2200.
171.2
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12 mm thick cement sand plaster 1:4 mix ( 1 cement 4 fine sand) incl. carriages complete as per MORTH Technical Specification Clause 309.
1340
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…….do……..18" dia pipe
190.19
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Traffic Signs / Markings and other road appurtenances :- Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MORTH Technical Specification Clause 801.
52
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P/L dry stone soling in foundation trenches tigtly hand packed with hand ramming, watering incl.costs and carriage of materials from source to site of work complete.
0.29
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Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G. I limpet washers or with G. I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape whereever required.
20.8
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Providing and laying 25mm thick, semi dense asphaltic base course using mineral aggregate satisfying the gradation set out in specifications with 5 percent binder content (By weight of total mix) bitumen of grade VG-10 @ 2.88 kg per sqmt with the aid of hot mix plant and paver finisher including rolling with road roller of 8-10 tonne capacity to achieve required compaction and density including all taxes,cost & carriage of materials involved, as per MORTH Technical Specification Clause 506.
81145
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Centering and shuttering incl. strutting propping etc and removal of the same for Retainig walls (walls any thickness) incl. attached pilasters buttresses abutments and string courses upto floor five level, as per MORTH Technical Specification Clause 1500.
4622.27
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Earthwork:- Marking and removal of stumps of trees of the girth measuring from 300 mm and above, including removing the roots and stacking of serviceable material and disposal of unserviceable material as directed by the engineer incharge at site.
1490
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Providing and laying 50 mm thick premix bitumenous macadam base course with stone agg:of quality size and grading as specified in CPWD specification and straight run bitumen of grade VG-10 @ 3.3% by weight of total mix incl. hot mixing of stone agg. and bitumen in hot mix plant transporting mixed material and laying mixed with paver finisher to the required level and grade , rolling with road roller of 8-10 ton capacity to achieve the required compaction and density ( 50 mm compacted thickness) as per MORTH Technical Specification Clause 504, incl.all taxes, cost and carriage of all materials involved.
4057.25
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Providing and laying 6mm thick seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128kg of bitumen ofgrade VG-10 bitumen per cum of fine aggregate ( 0.768 kg of bitumen /sqm) and 0.60cum of fine aggregate per 100 sqm of road surface including rolling and finishing complete including all taxes, cost and carriage of materials involved, as per MORTH Technical Specification Clause 508.
81145
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Supply and stacking of graded stone agg: of size range incl. carrige) 63-45 mm size,stone screening/ chippings 13.20mm size and khak bajree at site incl. laying water bound macadam with specified stone agg., stone screening and binding material incl. screening, sorting, spreading to templete and consolidation with power road roller of 8-10 ton capacity etc complete with cost and carriage of all materials along with taxes, as per MORTH Technical Specification Clause 404.
3972.75
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Protection Works:- Earth work in excavation in foundation trenches or drains not exceeding 1.5m in width as well as 10 sqmt on plan incl. dressing of sides, ramming of bottoms, lift upto 1,.5m incl. getting out the excavated soil and dsposal of surplus excavated soil as directed within a lead of 50.00 meters incl. uprooting of bush wood, trees and removal of stumps and disposal within a lead as directed by site engineer ( in all kinds of soil) as per MORTH Technical Specification Clause 304.
513.59
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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete, including cost and carriage of all materials from source to site of work, with all leads, lifts, loading, unloading, stacking, haulage, and octori.(Finished work to be measured, complete)
526.87
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Bitumenous Courses :- Providing and applying tack coat using hot straight run bitumen of grade 80/100 incl. heating the bitumen with spraying the bitumen with mechnically operated spray unit fitted on bitumen boiler, cleaning and preapring the existing road surface to remove all dirt, dust , mud etc and finally booming the surface as per required specification. a). On WBM surface @ 0.75 kg/sqm, as per MORTH Technical Specification Clause 502.
81145
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Earth work in excavation by mechanical means (Hydraulic excavator) for cvonstruction of roadway in all types of soil, including filling and rolling of available serviceable earth upto desired densituy including disposal of excavated earth, lead upto 05 Km and lift upto 1.50 Mtr as per MORTH technical specification clause 301.
19519
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P/L in position cement concrete of specified grade excl. the cost of centering and shuttering (all work upto plinth level) 1:3:6 ( 1 cement 3 course sand 6 graded stone agg: 20mm nominal size) (crushed) incl. all costs and carriages of involved materials, as per MORTH Technical Specification Clause 2200.
1.81
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Cement concrete flooring 40 mm thick in 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate) with 20 mm nominal size stone aggregate, finished with a floating coat
of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete as per MORTH Technical Specification Clause 700.
300
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Construction of embankment with approved material (Earth) available from excavation, with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2, as per MOST Technical Specification Clause 305, inclusive of all leads lifts loading and unloadng and carriage compete.
1898.55
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Supply and filling with 2nd class stones as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per MOST specification Clause 313, including cost and carriage of material from source to site of work, with all leads, lifts, loading, unloading, stacking, haulage, and octori. (Finished work to be measured, complete)
856
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Cross Drainage Works:- (Box Type Culvert: 04 No) Earth work in excavation in foundation trenches or drains not exceeding 1.5m in width as well as 10 sqmt on plan incl. dressing of sides, ramming of bottoms, lift upto 1.5 m incl. getting out the excavated soil and dsposal of surplus excavated soil as directed within a lead of 50.00 meters incl. uprooting of bush wood, trees and removal of stumps and disposal within a lead as directed by site engineer, including dewatering of fundation trenches if required, ( in all kinds of soil) as per MORTH Technical Specification Clause 304.
130.5
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Chequerred precast cement concrete tiles 22mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand), incl.all costs and carriages of involved materials.
18
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Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORTH technical Specification Clause 805.
14
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Providing and Laying of reinforced cement concrete pipes NP3 in proper spun position and slope, on first class bedding of granular material in single row, including excavation, backfilling, and cushioning over pipes to the required gradient and camber, fixing collar with cement mortar 1:2 mix concrete with all cost and carriage of pipes complete job. ....…….……..12" dia pipe
253.63
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P/L in position cement concrete of specified grade excl. the cost of centering and shuttering( all work upto plinth level) 1:4:8 (1 cement 4 course sand 8 graded stone agg: 40mm nominal size) (crushed) incl.all costs and carriages of involved materials, as per MORTH Technical Specificatoio Clause 2200.
90
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Supply, stacking and consolidation of khak bajree obtained from approved source incl. sorting, spreading to templete , watering and consolidation to the required gradient and camber with 8-10 ton capacity power road roller inclusive of all leads lifts loading and unloadng and carriage as per MORTH Technical Specification Clause 305.3.9. (Finished work to be measured, complete)
51
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Cement Concrete Drain / Earthen Drain:- Earth work in excavation in foundation trenches or drains not exceeding 1.5m in width as well as 10 sqmt on plan incl. dressing of sides, ramming of bottoms, lift upto 1,.5m incl. getting out the excavated soil and dsposal of surplus excavated soil as directed within a lead of 50.00 meters incl. uprooting of bush wood, trees and removal of stumps existing damaged stone./ concrete work with stacking of servicable materials and disposal of unservicable materials within a lead as directed bysite engineer ( in all kinds of soil)
1084.5
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Base and Sub Base Courses:- (G S B 300 mm thick):- Supply, stacking , laying and compacting of naturally occurring granular close grade minimum agg; size range 75mm granular sub base course (Nallah incl. sorting spreading to templete watering and consolidation to required gradient and camber with VIBRATORY ROLLER all inclusive of leads, lifts, loading, unloading and carriage of material, to site of work complete job (finished work to be measured) also including all necessary tests regading the consolidation/ density and quality cotrol complete job, as per MORTH Technical Specification Clause 401.
12051
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P/L dry stone soling in foundation trenches tigtly hand packed with hand ramming, watering incl.costs and carriage of materials from source to site of work complete.
171.2
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P/L in position cement concrete of specified grade excl. the cost of centering and shuttering( all work upto plinth level) 1:4:8 (1 cement 4 course sand 8 graded stone agg: 40mm nominal size) (crushed) incl.all costs and carriages of involved materials, as per MORTH Technical Specificatoio Clause 2200.
4
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WET MIX MACADAM: (100mm thick) Providing, laying, spreading and compacting graded stone agg: to wet mix macadam specifications incl. preparing the material with water at OMC in mechanical mix plant, laying in uniform layers with paver in base course on all prepared surface and compacting with vibrator roller to achieve the required grade and camber incl. carriage of all involved materials to site of work complete crushed metal got from broken quarry metal. Grading :- 45mm to 22.4mm =30% 22.4mm to 2.36mm =40% 2.36 mm to 75 Microns =30% , as per MORTH Technical Specification Clause 406.
5490
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Passenger Shed:- Earth work in excavation in foundation trenches or drains not exceeding 1.5m in width as well as 10 sqmt on plan incl. dressing of sides, ramming of bottoms, lift upto 1.5 m incl. getting out the excavated soil and dsposal of surplus excavated soil as directed within a lead of 50.00 meters incl. uprooting of bush wood, trees and removal of stumps and disposal within a lead as directed by site engineer, including dewatering of fundation trenches if required, ( in all kinds of soil) as per MORTH Technical Specification Clause 304.
1.8
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P/L in position cement concrete of specified grade excl. the cost of centering and shuttering (all work upto plinth level) 1:3:6 ( 1 cement 3 course sand 6 graded stone agg: 20mm nominal size) (crushed) incl. all costs and carriages of involved materials, as per MORTH Technical Specification Clause 2200.
156
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Berm Filling:- Supply, stacking and consolidation of khak bajree obtained from approved source incl. sorting, spreading to templete , watering and consolidation to the required gradient and camber with 8-10 ton capacity power road roller inclusive of all leads lifts loading and unloadng and carriage as per MORTH Technical Specification Clause 305.3.9. (Finished work to be measured, complete)
23762.97
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Centering and shuttering incl. strutting propping etc and removal of the same for foundation footings etc, incl. attached pilasters buttresses abutments and string courses upto floor five level, as per MORTH Technical Specification Clause 1500.
200.4
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Providing weep holes in stone masonry, plain / reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per MORTH specification Clauses 1409.
1797.55
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P/L dry stone soling in foundation trenches tigtly hand packed with hand ramming, watering incl.costs and carriage of materials from source to site of work complete.
90
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