Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date5 May 2022
Closing Date18 May 2022
Tender Amount₹ 9,92,94,000
Costs
EMD
₹ 19,85,880Document Cost
₹ 8,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_PWDJK_168423_2Bid Award Id
ViewTender No
Fresh NIT No 12 of 2022-23/Sumbal DivisionTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
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Documents
BOQ Items
Providing, Laying spreading and compacting graded stone agg. to wet mix macadam specification incl. premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tripper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller (8-10 tonne) to achieve the desired density complete (75thickness).
4380
-
2300
Providing and applying 50mm thick premix Bituminous Macadam base course with stone agg. Of quantity size and grading as specified in CPWD specifications and straight run bitumen of 80/100 @ 3.3% by weight of total mix incld. hot mixing of stone agg. and bitumen in hot mix plant, transporting and laying mixed material with paver finisher to the required level and grade, rolling with road roller of 8-10 tonne capacity to achieve the required compaction and density incld. Cost and carriage of all materials involved upto site of work complete, tools, plants, equipments and all allied machinery, labour taxes, fee, testing charges for maintaining quality control during and after execution of work complete in all respects incld. Cost and carriage of bitumen Including. Tack Coat.
2920
-
8500
Providing and laying 25mm thick Semidence bituminous concrete using material agg. Satisfying the gradation set out in specification with 5% binder content ( by weight of total mix) bitumen of grade 80/100 with the laid of hot mix plant and paver finisher incl. rolling with 8-10 tonne capacity road roller to achieve the required compaction and density (with bitumen 80/100) incl. cost and carriage of all materials involved upto site of work complete, tools, equipments and all allied machinery, labour, taxes, fee, testing charges for maintaining quality control during and after execution of work complete in all respects incl. cost and carriage of bitumen. including. Seal Coat.
58400
-
330
CEMENT CONCRETE DRAIN
-
-
-
Earth work in excavation in foundation trenches or drains (not exceeding 1.5M in width as well as 10 Sqm on plan) including dressing of sides ramming of bottoms lift up to 1.5M including getting out the excavated soil and disposal of surplus excavated soil within a lead of 1KM from edge of cutting by mechanical means and disposed earth to be levelled and neatly dressed or as directed. All kinds of soil.
1255.44
-
325
Providing and laying of stone soling hand packed tightly including ramming with hand rammers, watering complete. Including all carriages as involved.
162
-
950
Providing and laying in position cement concrete of specified grade excl. the cost of centering and shuttering. All work up to plinth levels. 1:4:8 (1Cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size crushed) incld. All carriages upto site of work Complete
121.44
-
4500
Providing and laying in position cement concrete of specified grade excl. the cost of centering and shuttering. All work up to plinth levels. 1:3:6 (1Cement 3 coarse sand:6 graded stone aggregate 20mm nominal size crushed) incld. All carriages upto site of work Complete
540
-
5500
12mm thick cement sand plaster 1:4 ( 1 cement : 4 coarse Sand) Incld. All carriages of materials involved complete
2160
-
280
Centering and Shuttering incld. Strutting, propping etc removal of form work in:- Foundation , footings , bases of columns etc for mass concrete
1440
-
262.3
Cement concrete flooring 50mm thick with 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate) 20mm nominal size crushed finished with a floating coat of neat cement incld. All carriages of materials as involved upto site of work
540
-
450
CONSTRUCTION OF RETAINING WALL
-
-
-
Earth work in excavation by mechnical means in trenches for foundations, drains, pipes, cables etc(not exceeding 1.5 m in width) and for shafts wells, Cesspits and the like not exceeding 10 Sqm on plan , depth upto 1.5m incl. disposal of excavated earth up to 1m from cutting edge , disposed earth is to be leveled and neatly dressed in :
All kinds of soil (Complete)
474.4
-
325
Providing and laying dry stone soling hand packed tightly including watering , ramming and all carriages as involved upto site of work complete.
82.5
-
950
Providing and laying in position cements concrete of specific grade excluding the cost of centering, shuttering, and finishing all work up to plinth level.1:4:8 (1 cement:4 coarse sand:8 graded stone aggregate) 40mm nominal size (crushed) (Complete)
82.5
-
4500
Providing and laying in cement concrete in retaining walls , return walls , walls any thickness incl. attached plasters , columns , piers , abutments , pillars , posts, sttrutres, buttresses’, string or laces , courses, parapets, coping, bed blocks , anchor blocks, plane window sills, fillets etc. upto floor five level, excluding the cost of centering and shuttering and finishing1:3:6(1 cement:3 coarse sand:6 graded stone aggregate) 20mm nominal size (crushed)
810
-
6500
Centering and Shuttering, including strutting, propping etc and removal of form work for:-Retaining walls, return walls, walls any thickness incl. attached plisters, buttresses, plinth and string courses filets etc
1800
-
573.85
Supply , stacking and filling of Second class stones/ Nallah boulders behind retaining wall to act as filter media including carriage , loading unloading Complete Job.
292.5
-
1200
Khak Bajree Filling behind retaining wall including carriage , loading unloading Complete Job.
195
-
800
P/F of 100mm PVC Pipes Type B in R-Walls to act as weap holes
150
-
200
Providing and laying of RCC Spun Pipes (NP3) incld. Earth work excavation, refilling of excavated earth in trenches,proper cushioning and dressing incld. All cost and carriages of Pipes Completed.
-
-
-
12'' Dia RCC Pipes
325
-
2800
Construction of 2.00 Mtr Span RCC Box Culvert (2 Nos)
-
-
-
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (Not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 30 sqm on plan, depth upto 1.5mtr. including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth is to be leveled and neatly dressed incld. Dewatering and disposal of excavated earth as directed Complete: All kinds of soil.
81.12
-
325
Providing and laying of drystone soling hand packed in foundation trenches tightly on horizontal including watering, ramming, and all carriages of materials complete.
4.86
-
950
Providing and laying in position cement concrete specified grade excluding the cost of centering and shuttering- All work upto plinth level.(a)1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size) crushed Complete incld. All carriages of material from source to site of work incld. Head load if any.
3.24
-
4500
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering. shuttering, finishing and reinforcement-All work upto plinth level.1.1.5:3 (1cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) crushed. Complete incld. All carriages of material from source to site of work. incld. Head load if any.
40.56
-
8000
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete
Thermo-Mechanically Treated bars.
4460
-
79.25
Centering and shuttering including strutting, propping etc. and removal of form for• Foundations: footings, bases of columns etc. for concrete.
12.69
-
262.3
Centering and shuttering including strutting, propping etc. and removal of form for•walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
57.96
-
573.85
Back filling with granular materials GSB Behind abutments and walls etc incld. Cost and Carriages of materials Complete
33.2
-
1200
Providing and fixing in position weep holes in abutments and other approach walls with 75mm dia PVC Pipes of required length and profile incld. All cost and carriages Complete
300
-
200
Construction of 4.00 Mtr Span RCC Box Culvert (2 Nos)
-
-
-
Dismantaling of Old Damaged Culvert incld. Stacking of serveciable materials and disposal of Mulba as Directed.
1
-
50000
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (Not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 30 sqm on plan, depth upto 1.5mtr. including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth is to be leveled and neatly dressed incld. Dewatering and disposal of excavated earth as directed Complete: All kinds of soil.
88.66
-
325
Providing and laying of drystone soling hand packed in foundation trenches tightly on horizontal including watering, ramming, and all carriages of materials complete.
8.82
-
950
Providing and laying in position cement concrete specified grade excluding the cost of centering and shuttering- All work upto plinth level.(a)1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size) crushed Complete incld. All carriages of material from source to site of work incld. Head load if any.
5.88
-
4500
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering. shuttering, finishing and reinforcement-All work upto plinth level.1.1.5:3 (1cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) crushed. Complete incld. All carriages of material from source to site of work. incld. Head load if any.
24.31
-
8000
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete
Thermo-Mechanically Treated bars.
2431
-
85
Centering and shuttering including strutting, propping etc. and removal of form for• Foundations: footings, bases of columns etc. for concrete.
5.81
-
262.3
Centering and shuttering including strutting, propping etc. and removal of form for•walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
127.6
-
573.85
Back filling with granular materials GSB Behind abutments and walls etc incld. Cost and Carriages of materials Complete
49.73
-
1200
Providing and laying in position cement concrete of specified grade excl. the cost of centering and shuttering. All work up to plinth levels. 1:2:4(1Cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size crushed) incld. All carriages upto site of work Complete
73.2
-
6500
Maintenance Cost for 5 Years
-
-
-
1st Year
1
-
902600
2nd Year
1
-
1353900
3rd Year
1
-
1805200
4th Year
1
-
2256500
5th Year
1
-
2707800
Evaluation Notes How It Works ?
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