Public Works Department Tender
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Public Works Department - PWD Tender
Road Construction
Eprocure
Opening Date23 Oct 2024
Closing Date12 Nov 2024
Tender Amount₹ 22,63,56,000
Costs
EMD
₹ 45,27,120Document Cost
₹ 5,000Tender Fee
₹ 2,500
Description
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Contact
Tender Id
2024_CEPWD_428709_1Bid Award Id
ViewTender No
AEC PWD BKN NIB No.08/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-
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Documents
BOQ Items
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Girth above 1800mm & upto 2700 mm
141
1641
231381
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Girth above 2700 mm
13
3514
45682
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CARRIAGE OF MATERIAL Steel, tar, bitumen, timber and steam coal For Timber 43 KM Carriage (upto nearest Forest Depo at kohla )
562.7
352
198070.4
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Milling of distressed road pavement
Milling of distressed bituminous layer upto 70mm depth in a single pass with suitable milling machine (capable of milling @ 200 & 300 Sqm of area per hr) fitted with loading conveyer of loading the filled material directly on the trucks i/s hauling and stock billing the reclaiming to bring to required specification to reuse with the approval of engineer-in-charge for safe disposal with all leads and lifts complete in all respect as directly by Engineer-in Charge Note : The unutilized quantity of reclaimed bituminous mix material shall be recovered as per specification
3960
534
2114640
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Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, scaking serviceable and unserviceable materials separately as per MoRTH specification claue : 202 Granular courses
247.5
143
35392.5
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Earth work in excavation including stacking/disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305). In ordInary soil mechanically by power shovel including mechanical loading and carriage upto 1 km by tipper/dumper
37425
34
1272450
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Add extra over Item No. 3.1 to 3.4 for earth work in embankement construction, side slopes etc. including compaction in 200 mm thick loose layers and dressing (MoRTH specification clause : 305.3.5) by manual means with all lead and lift but excluding watering and rollingExtra for watering the earth to bring the earth upto required O.M.C excluding rolling Extra for rolling to specification with the use of vibratory roller when earth is at suitable moisture content with desired density excluding watering. Field density not less than 95% of maximum dry density (Modified Heavy Proctor test)
37425
34
1272450
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Providing Providing laying spreading and compacting specified graded sand, gravel (crushed graded stone material ) as per Table 400-1, 400-2 or any other coarse material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete. [MoRTH
specification : Clause 401]. By mechanical means with all lead for grading I
8502.3
1600
13603680
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Providing, laying, spreading and compacting crushed graded stone aggregate of as per table 400-12 and 400-13 to Wet Mix Macadam specification including premixing the material with water to OMC in mechnical mixer as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/ paver finisher in sub base/ base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricading and maintance of diversion etc. (MoRTH specification : Clause 406 & 112) by mechanical means with all leads from plant to site.
27410.5
2071
56767145.5
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Providing and applying primer coat over prepared surface or granular base with bitumen emulsion (SS-1) as per IS: 8887 & manufacturer’s specifications @ 8.50 kg /10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification CIause 502 & 112
109642
39
4276038
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Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 500-10 and design mix for base/ binder course including loading of material with F.E loader, heating of binder (including cost of antistripping compound wherever required) aggregate and filler in hot mix plant 40-60 TPH transporting the mixed material by tippers and laying with sensor paver finisher as per clause 505.3.5 to the required level and grade, rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/ tack coat. [MoRTH Specification : Clause 505 & 112] with all leads For grading-2 (layer thickness 50-75mm) using 26.5mm maximum Nominal size aggregate as per Table 500-10 and minimum 4.50% bitumen by wt. of mix using bitumen grade VG-30
5482.1
7532
41291177.2
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Providing and applying tack coat with bitumen emulsion (RS-1) on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2.25 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503 & 112.
109642
11
1217026.2
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Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500-17 for wearing course including loading of aggregate with F.E loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and cement filler as per Cl. 505.2.4 with aggregates in hot mix plant 40-60 TPH Transporting the mix material with tipper to paver and laying with sensor paver finisher (as per clause 507.3.5) to the required level , grades and rolling with vibratory compactor and pneumatic tyred roller 150-250 KN,TP=0.7 MPa, to achieve the desired density (approved by the department) excluding cost of primer/tack coat (MoRTH Specification : Clause -507 & 112) with all leads Grading II (13.20 mm nominal size) - Bitumen @ minimum 5.40% of mix & compacted thickness 30 - 40 mm with bitumen VG-30
3289.26
8611
28323817.86
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Construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm , aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per Table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days (M-15 grade), mixed in a batching plant as per mix design, transported to site, laid with a hydrostatic paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing complete as per MoRTH specification clause 601 & IRC : SP-49.
2264.62
3002
6798389.24
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Construction of un-reinforced, without dowel bars, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per specification, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 37.5 mm, to achieve gradation for PQC as per Morth and other relevant specifications, mixed in a batching and mixing plant as per approved mix design to achieve 28 days flexural strength of concrete more than 3.8 MPa (M-30 Grade), transported to site, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion joints near approaches to bridge/culvert and construction joints, applying debonding strips, primer, sealant, admixtures as approved, curing of concrete slabs for minimum 14-days, using curing compound (if required) or water with spreading and removing of sand or gunny bags as required to keep the surface continuously wet, finishing to lines and grade as per drawing and Specification including vaccum dewatering process if required with all required equipments complete as per IRC: SP-62 (Latest revision)
5455
5886
32108130
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Providing and fixing in position HYSD tie bars precoated with anticorrosive epoxy paint of required dia. and length as per design at required spacing as per IRC:58 or IRC: SP-62 specifications wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening, supported by assembly of HYSD chairs with proper alignment etc. complete as per MoRTH specifications. (Actual Weight of Steel bars used be measured and paid)
2853.14
88
251076.32
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Providing and fixing in position mild steel dowel bars precoated with anticorrosive epoxy paint of required Dia and length as per design at required spacing with PVC Sleeves and cap as per IRC:58 or IRC: SP-62 specifications wherever directed including handling, straightening, necessary cutting supported by HYSD chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete as per MoRTH specifications. (Actual Weight of Steel bars used be measured and paid)
1766.42
94
166043.48
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Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 NP 3 Pipe 300 mm dia
125
975
121875
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Providing and laying factory made chamfered edge ISI approved Cement Concrete paver blocks of Category "B" (dentated only two sides like I, Z or T shape) made by table vibratory method or automatic stationery hydraulic vibro pressed machine, to attain superior smooth finish using PU or equivalent moulds, laid in required colour and pattern over 25-50 mm thick compacted bed of Coarse sand of required gradation as per specifications, compacting and proper embedding/ laying with vibratory compaction using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand etc. as per manufacturer's specifications and direction of Engineer-in-charge. Providing and laying of interlocking concrete block (M-30 Grade) pavements as per IRC:SP:63 having thickness 80mm as per drawing and technical specifications.
8100
608
4924800
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Providing and laying factory made chamfered edge ISI approved Cement Concrete paver blocks of Category "B" (dentated only two sides like I, Z or T shape) made by table vibratory method or automatic stationery hydraulic vibro pressed machine, to attain superior smooth finish using PU or equivalent moulds, laid in required colour and pattern over 25-50 mm thick compacted bed of Coarse sand of required gradation as per specifications, compacting and proper embedding/ laying with vibratory compaction using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand etc. as per manufacturer's specifications and direction of Engineer-in-charge. Providing and laying M-30 Grade Edge blocks of size 0.30 Mtr x 0.30 Mtr x 0.15 Mtr complete as per the shape and pattern approved by the engineer in charge.
5400
269
1452600
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Providing and laying granular sub-base material as per MoRTH specification table 400-1, having P.I. not more than 6 including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery including T&P with all lead (Compacted thickness to be measured) with CBR of material not less than 15 (For rural roads only) as per MoRTH specification clause 401 with all lead For Grading VI Material
7848.9
1036
8131460.4
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Earth work in excavation in foundation trenches etc.in drains and channels etc. not exceeding 2m. depth, including dressing of bottom and sides of trenches, stacking the excavated soil 3m clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 metres [MoRTH Specification : Clause 301,304] In Ordinary Soil
2094.9
88
184351.2
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Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. [MoRTH Specification clause 202] Prestressed/ reinforced Cement Concrete grade M-20 & above (By Mechanical means)
245.25
777
190559.25
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Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 NP-3 600mm
75
1952
146400
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Providing and laying structural Cement concrete (design mix) for plain/reinforced concrete in sub structure as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 P.C.C. 1:4:8 mix with crushed stone aggregate 20 mm nominal size.
259.5
3746
972087
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Providing and laying first class brick masonry work (minimum 10.5 MPa) up to a depth of 1.50 meters below ground and above 1.50m from Bed/ground level complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1300 Cement mortar 1:4 (1 cement : 4 coarse sand)
861.37
4473
3852908.01
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Providing Cement plaster 20 mm thick in cement mortar 1:4 at all levels as per MoRTH Specfication: Clause:1000 & 1300
2142.6
148
317104.8
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R.C.C. grade M-20 in bed plates upto ground level excluding cost of steel reinforcement but including the cost of centering & shuttering
57.89
5086
294428.54
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R.C.C. grade M-30 in slab in superstructure at any level from ground level excluding cost of steel reinforcement but including the cost of centering & shuttering
435.89
6082
2651082.98
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Providing & fabricating steel reinforecemnt for RCC work including cutting, bending, placing in position and binding complete including cost of binding wire as per MoRTH Specification : Section 1000 & 1600 HYSD/TMT bars
53052.75
88
4673947.28
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Providing and laying Plain cement concrete mix with stone aggregate 20mm nominal size mechnically mixed and vibrated in foundation upto a depth of 1.50 metres below ground level and/or 1.50 metres above ground/bed level as per MoRTH specification : clause 1000, 1500 & 1700.P.C.C. grade M-15
23.6
4715
111274
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Earth work in excavation in foundation trenches etc.in drains and channels etc. not exceeding 2m. depth, including dressing of bottom and sides of trenches, stacking the excavated soil 3m clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 metres [MoRTH Specification : Clause 301,304] In Ordinary Soil
600
88
52800
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Providing and laying structural Cement concrete (design mix) for plain/reinforced concrete in sub structure as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.. P.C.C. 1:4:8 mix with crushed stone aggregate 20 mm nominal size.
60
3746
224760
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Providing and laying first class brick masonry work (minimum 10.5 MPa) up to a depth of 1.50 meters below ground and above 1.50m from Bed/ground level complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1300 Cement mortar 1:4 (1 cement : 4 coarse sand)
199.35
4473
891692.55
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Providing Cement plaster 20 mm thick in cement mortar 1:4 at all levels as per MoRTH Specfication: Clause:1000 & 1300
2000
148
296000
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R.C.C. grade M-20 in bed plates upto ground level excluding cost of steel reinforcement but including the cost of centering & shuttering
2.52
5086
12816.72
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R.C.C. grade M-30 in slab in superstructure at any level from ground level excluding cost of steel reinforcement but including the cost of centering & shuttering
7.2
6082
43790.4
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Providing & fabricating steel reinforecemnt for RCC work including cutting, bending, placing in position and binding complete including cost of binding wire as per MoRTH Specification : Section 1000 & 1600 HYSD/TMT bars
874.8
88
77069.88
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Providing and laying Plain cement concrete mix with stone aggregate 20mm nominal size mechnically mixed and vibrated in foundation upto a depth of 1.50 metres below ground level and/or 1.50 metres above ground/bed level as per MoRTH specification : clause 1000, 1500 & 1700.P.C.C. grade M-15
26.5
4715
124947.5
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Earth work in excavation in foundation trenches etc.in drains and channels etc. not exceeding 2m. depth, including dressing of bottom and sides of trenches, stacking the excavated soil 3m clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 metres [MoRTH Specification : Clause 301,304] In Ordinary Soil
960
88
84480
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Providing and laying structural Cement concrete (design mix) for plain/reinforced concrete in sub structure as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level. P.C.C. 1:4:8 mix with crushed stone aggregate 20 mm nominal size.
201.72
3746
755643.12
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Providing and laying first class brick masonry work (minimum 10.5 MPa) up to a depth of 1.50 meters below ground and above 1.50m from Bed/ground level complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1300 Cement mortar 1:4 (1 cement : 4 coarse sand)
754.21
4473
3373581.33
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Providing Cement plaster 20 mm thick in cement mortar 1:4 at all levels as per MoRTH Specfication: Clause:1000 & 1300
3360
148
497280
... More
Providing and laying Brick-on-edge flooring with 1st class bricks (minimum 10.5MPa) including cement slurry in cement sand mortar 1:4 at all levels as per MoRTH Specification : Clause 1000 & 1300
1120
491
549920
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Providing and laying Plain cement concrete mix with stone aggregate 20mm nominal size mechnically mixed and vibrated in foundation upto a depth of 1.50 metres below ground level and/or 1.50 metres above ground/bed level as per MoRTH specification : clause 1000, 1500 & 1700.P.C.C. grade M-15
27.44
4715
129379.6
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S&F in position precast RCC stone (M-15 mix) of standard IRC design including finshing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete ( MoRTH specifications clause : 800 )
15
2298
34470
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S&F in position precast RCC stone (M-15 mix) of standard IRC design including finshing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete ( MoRTH specifications clause : 800 ) ordinary km stone
4
3839
15356
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S&F in position precast RCC stone (M-15 mix) of standard IRC design including finshing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete ( MoRTH specifications clause : 800 )
72
520
37440
... More
Providing and laying of hot applied thermo plastic compound with material conforming to Clause 803.4 of MoRTH having Titanium Dioxide (for white) minimum 10% by weight and softening point 102.5 ±9.5°C, inclusive of type-1 reflectorising glass beads as per table 800-9, 800-10 applied in uniform thickness with reflectorising glass beads type-2 in addition @ 250 gm/sqm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4. Thickness is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. Lane, Centreline, Edge line, pedestrian crossings, markings and other marking along strips for 2.5 mm thickness of marking (thickness excluding drop on glass beads)
4500
509
2290500
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Providing and laying of hot applied thermo plastic compound with material conforming to Clause 803.4 of MoRTH having Titanium Dioxide (for white) minimum 10% by weight and softening point 102.5 ±9.5°C, inclusive of type-1 reflectorising glass beads as per table 800-9, 800-10 applied in uniform thickness with reflectorising glass beads type-2 in addition @ 250 gm/sqm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4. Thickness is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. Lane, Centreline, Edge line, pedestrian crossings, markings and other marking along strips for 2.5 mm thickness of marking (thickness excluding drop on glass beads) Pedestrian crossings, Rumble strips, transverse bar markings and other marking along strips for 5.0 mm thickness of marking (thickness excluding drop on glass beads)
154
988
152152
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Raised Pavment Marker ( Cats Eyes): Supplying and Fixing of Molded Shank Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10- 97 – DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. The contractor shall submit 2 years pre qualified warranty certificate from the manufacturer for satisfactory field performance during the time of bid submission
3300
248
818400
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Providing and laying rounded hump type speed breakers for crossing speed 25 km/h as per IRC design including providing and applying bitumen emulsion tack coat, making speed breaker in designed profile with bituminous macadam, providing seal coat type B for sealing the voids complete as per IRC specifications 5.00 meter wide and 10 cm high for Heavy Traffic and Buses
14
1870
26180
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Retro-reflectorised Traffic Signs with angle iron support Providing and Fixing of Retro Reflectorised Cautionary, Mandatory, Regulatory and Information sign boards made out of retro reflective sheeting of micro prismatic grade conforming to IRC-67: 2012 & TypeXI standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al / 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 10 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. (This shall be used only for N.H, S.H & M.S.H Roads).
8
6768
54144
... More
Hazard Marker sign boards (300 x 900 mm ractangular)
184
4115
757160
... More
Chevron sign boards (600 x 500 mm ractangular)
10
4314
43140
... More
Cautionary sign boards (900mm equilateral triangle)
28
4881
136668
... More
Mandatory sign boards (600mm Circular)
8
4415
35320
... More
Direction and Place Identification signs with size more than 0.9 sqm size board For SHW, MDR, Urban roads & Mega State Highway roads Retro-reflectorised Traffic Signs with GI Pipe support Providing and Fixing of Retro Reflectorised direction & place identification sign boards made out of retro reflective sheeting of micro prismatic grade conforming to IRC-67: 2012 & Type XI standards of ASTM D4956-09 specifications, fixed over 2mm thick Al / 4 mm thick ACP sheet supported with Back support frame of 35x35x5mm mild steel angle with areas not exceeding 0.9 sqm. Supported in 2 Nos. GI Pipe (medium class) 75mm dia - each of 3 mtr height, firmly fixed to the grounf by means of properly designed foundation of M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level complete (as per MoRT&H specification No.801) (for area Less than 0.9 sqm). 10 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. (This shall be used only for N.H, S.H & M.S.H Roads).
33.12
9860
326563.2
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Construction of foundation/ Inaugration pedstal in 35 cm thick brick masonary in CM 1:4 of size 1.40 m x1.80 m above ground level with 0.30m deep foundation in 46 cm thick brick masonry and 0.10m thick PCC 1:3:6 including providing and fixing granite stone of size 0.90m x 0.60m with engraving letters and figures, 20mm cement plaster in CM 1:4, white washing etc. complete as per direction of Engineer-in-charge
2
15000
30000
... More
Total
1
1
230068459.66
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Recovery of material obtained from dismantling of existing bituminous layer has been calculated taking assumption that 80% of the theoretical material will be retrieved. The dismantling material can be used in any other item for the work after modification (bringing it to required specification) after approval from the employer. In case it is not possible to use this material on the work, the agency can take away this material. Bitumen in reclaimed mix @ 20 per Cent of original bitumen content.( The Amount will be Deducted)
3168
1172
3712896
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