Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date15 Feb 2025
Closing Soon22 Feb 2025
Tender Amount₹ 1,83,38,053
Costs
EMD
₹ 3,66,765Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWD_100068_1Tender No
NO.PW-SRDD-CTR-20022-52 dt. 13.02.2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://hppwd.hp.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification 2700 including carriage of material upto all leads and lifts as per the direction of Engineer in Charge.
7.88
8019
63192.87
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Providing and Laying cement concrete 1:4:8 for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of material upto all leads and lifts as per the direction of Engineer in Charge.
395.55
6283
2485517.54
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications 1500, 1700 & 2100. RCC Grade M35 including carriage of material upto all leads and lifts as per the direction of Engineer in Charge.
283.54
10658
3022111.09
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC/PSC Grade M35 For box girder and balanced cantilever, 38-58 per cent of cost of concrete Height 5 m to 10 m including carriage of material upto all leads and lifts as per the direction of Engineer in Charge.
146.54
14110
2067723.36
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification 1500 &1600 1700 PSC Grade M-40 including carriage of material upto all leads and lifts as per the direction of Engineer in Charge.
20.9
12138
253684.2
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Reinforced cement concrete approach slab (M-30) including reinforcement and formwork complete as per drawing and Technical specification 1500,1600,1700 & 2704 including carriage of material upto all leads and lifts as per the direction of Engineer in Charge.
15.75
14610
230121.68
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification Section 1600 & 2200 including carriage of material upto all leads and lifts as per the direction of Engineer in Charge.
34.02
99030
3369004
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications 1600 including carriage of material upto all leads and lifts as per the direction of Engineer in Charge.
25.64
101235
2595678.22
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification 710.1.4.of IRC:78 and 2200 including carriage of material upto all leads and lifts as per the direction of Engineer in Charge.
49.5
1854
91773
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Construction of embankment with approved material obtained from borrow pits 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 with a lead upto 1000 m as per Technical Specification Clause 301.5 including carriage of material upto all leads and lifts as per the direction of Engineer in Charge.
302.16
559
168907.44
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Providing weep holes in brick masonry / stone masonry, plain/ reinforced concrete abutment, wing walls, return walls, retaining walls with 100mm diameters, P.V.C. pipe extending through the full width of the structures with a slope of 1 vertical : 20 horizontal toward drawing face complete as per drawing and technical specification clauses 614, 709, 1207.3.7 including carriage of material upto all leads and lifts as per the direction of Engineer in Charge.
127
337
42862.5
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Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications including carriage of material upto all leads and lifts as per the direction of Engineer in Charge.
720
1275
918216
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Providing and laying 50 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515 including carriage of material upto all leads and lifts as per the direction of Engineer in Charge.
232.2
2607
605484.72
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Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications including carriage of material upto all leads and lifts as per the direction of Engineer in Charge.
61.92
2797
173196.43
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Drainage Spouts complete as per drawing and Technical specification 1209 (as per std drg. PW/CE(N) 90-107-2) including carriage of material upto all leads and lifts as per the direction of Engineer in Charge.
14
2365
33110
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Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation including carriage of material upto all leads and lifts as per the direction of Engineer in Charge.
24
37193
892644
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Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight including carriage of material upto all leads and lifts as per the direction of Engineer in Charge.
604.72
46
28240.42
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Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications including carriage of material upto all leads and lifts as per the direction of Engineer in Charge.
24
902
21660
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Back filling behind abutment, wing wall and return wall complete as per drawing & Technical Specification Clause-1204.3.8 Granular material including carriage of material upto all leads and lifts as per the direction of Engineer in Charge.
67.5
1489
100541.25
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Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2 including carriage of material upto all leads and lifts as per the direction of Engineer in Charge.
47.49
105
5029.19
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 including carriage of material upto all leads and lifts as per the direction of Engineer in Charge.
18.56
353
6566.53
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor mount grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. for grading-I material including carriage of material upto all leads and lifts as per the direction of Engineer in Charge.
23.74
1284
30482.16
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Providing, laying, spreading and compacting stone aggregates of specific sizes 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 the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. By mechnical means including carriage of material upto all leads and lifts as per the direction of Engineer in Charge.
10.8
3363
36326.88
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Providing, laying, spreading and compacting stone aggregates of specific sizes 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 interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By mechanical means including carriage of material upto all leads and lifts as per the direction of Engineer in Charge.
10.8
3320
35862.48
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Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg./sqm.using mechanical means as per Technical Specification Clause 502 including carriage of material upto all leads and lifts as per the direction of Engineer in Charge.
144.11
69
10058.88
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Providing and applying Tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg on prepared surface of granular surface treated with primer & cleaned with hydraulic broom as per technical Specification Clause 503 including carriage of material upto all leads and lifts as per the direction of Engineer in Charge.
144.11
23
3444.23
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Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects including carriage of material upto all leads and lifts as per the direction of Engineer in Charge.
4.32
13934
60197.04
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