Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date14 Nov 2024
Closing Soon22 Nov 2024
Tender Amount₹ 3,36,61,766
Costs
EMD
₹ 19,25,000Document Cost
₹ 2,715Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEUCZ_973816_2Tender No
6105/ETENDER/STP-KHERI/24-25 Dt 05.11.2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Providing ,Laying ,spreading and compacting stone aggregates of 63-45 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density.
135
5450
735750
Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, Stone screening to fill up the nterstices of coarse aggregate, watering and compacting to the required density.
991
5350
5301850
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. (3.5% emulsion & 1% cement) Including cost of Emulsion.
1474
8650
12750100
Providing and applying tack coat with bitumen (VG-10) using bitumen pressure Distributer at the rate of 0.35 kg per sqm on the prepared surface cleaned with hydraulic broom Including cost of Bitumen.
14740
14
206360
Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line ,grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant ,laying and rolling with a three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat. Including cost of Bitumen.
14740
185
2726900
Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall.Including cost of Bitumen.
14740
68
1002320
Construction of shoulder with approved material obtained from borrow pits with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2. as per Technical Specification clause 301.5.
1300
87
113100
Dismantling reinforced cement concrete or reinforced brick work including stacking of dismantled materials as directed by Engineer in charge with in a distance of 60 meters (200 feet). As Per SOR Item No. 694
1.2
1000
1200
Distmantling brick work or stone work in lime or cement mortar and including stacking materials as directed by Engineer in charge with in a distance of 60 meters ( 200 feet).As Per SOR Item No. 692
4
500
2000
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
550
130
71500
Dewatering the ground water for trenches with hire, operational & fuel charges of pump with oprater complete.
700
135
94500
Boring with 100 mm dia casing pipe for dewatering including cost of pipes , other materials, labour charges etc. complete.
6
4700
28200
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
2200
155
341000
Sand filling in plingth including supply of necessary quantity of sand from a distance not exceeding 8 km. (5 miles) from the site of work and including watering, dressing etc. Rate to include cost of all materials. Labour and T&P etc required for proper completion of the work.
15
820
12300
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
22
7400
162800
Cement Concrete in foundation with 1 : 4 : 8 cement coarse sand and 40 mm. stone ballast supply of all material, labour and T&P etc required for proper completion of work. As per PWD SOR 281.
24
6000
144000
Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering, as per drawing and technical specification Clauses 600, 1202 & 1203.
25
7350
183750
Pointing with cement mortar (1:3) on brick work as per drawing and technical specification Clauses 613.3 & 1204
66
76
5016
Providing and laying reinforced cement concrete M-25 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5
20
10200
204000
Providing and laying reinforced cement concrete M-30 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5
72
10400
748800
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in All Plasces complete as per Drawing and Technical Specifications.
80
9750
780000
Providing weep holes in plain/reinforced concrete abutment ,wing wall and return wallwith 75 mm dia P.V.C. Pipe extending through the full width of the structure with slope 1V: 20 H towards drawing face. complete as per drawing and technical specification.
60
270
16200
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
10
4400
44000
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
50
4100
205000
Earth work in embankment in ordinary soil, excavation to be done in form of regular pits not exceeding 1/2 M. in depth and work of embankment to be 20 cm layers including ramming & dressing the surfce to the required levels & slopes and including 1.5 m lift and 30 m. lead from the cutting to be used in making embankment or to be deposited as spoil banks with in 30 m. distance as directed by Engineer-in-charge for proper completion of work.
2200
155
341000
Providing, laying and Fixing of 1000 mm dia Np-3 H.P. culvert
30
4600
138000
5 years maintinence charges P.C. work @ 7.50% BOQ cost
1
2000000
2000000
5 years maintinence charges C.C. work @ 2.50% BOQ cost
1
70000
70000
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