Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date16 Jun 2021
Closing Date5 Jul 2021
Tender Amount₹ 3,18,90,000
Costs
EMD
Refer DocumentsDocument Cost
₹ 5,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_PWDJK_127448_1Bid Award Id
ViewTender No
39/2003-09/SPN/RnB/21-22 of 16-06-2021Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
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Documents
BOQ Items
600 mm dia
19.51
-
4500
900 mm dia
4.87
-
7700
Protection work (R Wall)
-
-
-
Earth work in excavation All kinds of soil : by mechanical means in trenches for foundations, including dressing of sides and ramming of bottoms, all lifts and getting out the excavated earth and disposal of surplus excavated earth asper the directions of Engineer In-Charge
420
-
436
Providing and laying stone soling dully hand packed in maintaning level and section including carriages of all materials complete
72
-
950
Providing and laying in position cement concrete 1:4:8 ((1 Cement:4 Corase sand: 8 grade stone aggregate using 40 mm nominal size crushed) including curing but excluding the cost of centring and shuttering. All work upto plinth level including all carriages complete
36
-
4420
Providing and laying cement concrete 1:3:6 (1 Cement: 3 Coarse Sand: 6 graded stone aggr. 20mm nominal size) in retaining walls, return walls, walls (any thickness) upto floor V level, including curing but excluding the cost of centring, shuttering and finishing including all carriages upto site of work complete
580
-
6600
Centering and shuttring including strutting, propping, etc. and removal of form work for
-
-
-
foundation and footings/Walls any thickness
800
-
262
Providing and fixing 75mm dia PVC Pipe for weep holes including all carriages involved complete
32
-
150
Supply and filling of RBM as Back filling behind R/B Wall including dressing , leveling and loading , unloading including all carriages complete
600
-
900
Protection work (B Wall)
-
-
-
Earth work in excavation All kinds of soil : by mechanical means in trenches for foundations, including dressing of sides and ramming of bottoms, all lifts including getting out excavated earth and disposal of surplus excavated earth as per the directions of Engineer In-Charge
1968
-
436
Providing and laying stone soling dully hand packed in maintaning level and section including carriages of all materials complete
72
-
950
Providing and laying in position cement concrete 1:4:8 ((1 Cement:4 Corase sand: 8 grade stone aggregate using 40 mm nominal size crushed) including curing but excluding the cost of centring and shuttering. All work upto plinth level including all carriages complete
36
-
4420
Providing and laying cement concrete 1:3:6 (1 Cement: 3 Coarse Sand: 6 graded stone aggr. 20mm nominal size) in retaining walls, return walls, walls (any thickness) upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with including all carriages upto site of work complete
725
-
6600
Centering and shuttring including strutting, propping, etc. including and removal of form work for
-
-
-
foundation and footings/Walls any thickness
1000
-
262
Providing and fixing 75mm dia PVC Pipe for weep holes including all carriages involved complete
32
-
150
Cement Concrete Drain
-
-
-
Earth work in excavation All kinds of soil by mechanical means in trenches for foundations, including dressing of sides and ramming of bottoms, all lifts including getting out excavated earth and disposal of surplus excavated earth as per the directions of Engineer In-Charge
742
-
436
Providing and laying stone soling dully hand packed in maintaning level and section including carriages of all materials complete
165
-
950
Providing and laying in position cement concrete 1:4:8 ((1 Cement:4 Corase sand: 8 grade stone aggregate using 40 mm nominal size crushed including curing but excluding the cost of centring and shuttering. All work upto plinth level including all carriages complete
82.5
-
4420
Providing and laying in position cement concrete in 1:3:6 (1 Cement: 3 Corase sand: 6 grade stone aggr using 20 mm nominal size crushed) including curing but excluding the cost of centring and shuttering. All work upto plinth level including all carriages complete
234
-
6530
Providing and laying 50 mm thick Cement concrete flooring 1:2:4 ( 1 cement : 2 coarse sand: 4 graded stone agg 20mm nominal size crushed) finished with a floating coat of neat cement including slurry and curing including all carriages complete
300
-
505
Centering and shuttring including strutting, propping, etc.including and removal of form work for foundation footings,
1800
-
262
12mm thick cement plaster in 1:4 Mix 1 Cement: 6 fine sand) including all carriages involved complete
1340
-
261
Pavements
-
-
-
supplying and stacking, laying, spreading and compacting stone aggregate of 63-45.4mm size to WBM Specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller of 8-10 tonne capacity in stages to proper grade and camber applying and brooming 13.2 mm type A screening/ binding material to fill up interstics of coarse aggreage, watering and compacting to required density including all carriages of materials as involved complete (Finished work to be maeasured 75mm thick compacted thickness)
273.75
-
1900
P/L 75mm thick wet mix on prepared sub grade / sub base with crushed stone agg. Of specified grading Clause 406 of IRC MORTH specification . including mixing of crushed material with predeterminated quality of water.( which should not vary from OMC determinated as per IS: 2720 PT VIII by more than aggregate limit in accordance with specification to form dense mass which is spread and rolled with vibartory roller 80-100 KN speed which should not exceed 5 Kmn/ Hr each layer and rolling should continue till 98% is achieved to approved lines graes and cross sections. The mixing is to be rpreepared in wet mixing plant of suitable capacity including all leads lifts, carriges, toools,taxes, materials cost of emulsion) as per clause of 502 of MORTH specification
958.13
-
2300
Providing and laying 50mm thick premix bitumen macadam base course with stone aggregate of quality size and grading as per specified in CPWD specification and straight run of grade VG-10 @3.3% by weight of total mix including hot mixing of stone aggregate and bitumen in hot mix plant, transporting mixed material and laying with Paver finished to required level grade, rolling with road roller of 8 to 10 ton capacity to achieve the required compaction and density including making of surface corrections by wet mix if any including cost andf carriage of all materials involved T & P and equipment all allied machinery labour, taxes, testing charges for maintaining quality control during and after the execution of work complete including providing and applying tack coat using hot straight run bitumen of grade VG-10 including heating the bitumen with spraying the bitumen with mechenically operated spray unit fitted on bitumen boiler prepareing and cleaning the existing road the existing road surface to remove all dirt, dust, mud, etc. finally brooming including cost and carrige of all materials involved (on WMM Suface @075kg/Sqm)
638.75
-
8500
Providing , laying of 25mm thick semidense bituminous concrete surfacing using aggregate satisfying the gradation set out in the specifications V.G-10 grade bitumen @ 2.88 Kg per Sqm with 5% binder content including hot mixing of aggregate and bitumen in Hot mix plant , transporting the mixed material from plant up to the site of work and laying the same 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 including cost ,all taxes and carriage of all the materials involved complete including providing and laying 6mm thick seal coat of premixed fine aggregate (passing 2.36mm and retaining on 180 micron sieve) with bitumen using 128 Kg of Bitumen of grade VG-10 bitumen per cume of fine aggregate (0.768 kg of bitumen/ Sqm) and 0.60 cum of fine aggregate/ 100 sqm of road surface including rolling and finishing including all cost and carriage of materials involved
12775
-
375
Development of Berm
-
-
-
Providing and laying RBM filling for development of Berms of specified size and grade including spreading, sorting, levelling, watering and consolidation by Power Road Roller (PRR) of 8- 10 tonne capacity including all carriages complete
1540
-
850
Maintenance Cost for 5 Years
-
-
-
1st Year
1
-
289908
2nd Year
1
-
434862
3rd Year
1
-
579816
4th Year
1
-
724770
5th Year
1
-
869724
Evaluation Notes How It Works ?
Potential Partner
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