Directorate Of Urban Local Bodies Tender
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Directorate Of Urban Local Bodies - DOLBU Tender
Civil And Construction
Road Construction
Eprocure
Opening Date20 Feb 2025
Closing Soon28 Feb 2025
Tender Amount₹ 7,20,91,832
Technical
Technical
Technical Capacity
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The bidder is required to have prior work experience in construction works of a similar nature and volume over the last five years. They must attach a certificate from the Engineer-in-charge for the work performed as a prime contractor, which should clearly mention the actual work done, amount, date of start, and actual date of completion. The bidder must fill up a performa with details of their experience, including project name, name of the employer, description of work, value of contract, contract number, date of issue of work order, stipulated date of completion, and actual date of completion. However, specific values and percentages of similar works completed are not mentioned. The bidder must provide a certificate from the Engineer-in-charge for the value of work remaining to be completed.
Costs
EMD
₹ 21,62,755Document Cost
₹ 85,069Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_DOLBU_1007813_45Tender No
053/Nirman/2024-25 Date 07.02.2025Tender Authority
Directorate Of Urban Local Bodies ViewPurchaser Address
-Website
http://http://localbodies.up.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.(but in 1:4:8)PWD-SOR-2022/281
38
6100
231800
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Concrete of M25 grade with minimum cement
content of 330 kg /cum D.S.R.-2023/5.33.1.1 (Rates factored as per govt gudlines)
101.18
7247
733266.64
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Finishing wall with weather coat by premium acrylic exterior paint applied @ 3.28 ltr/10 sqm(Asian or berger brand) of approved make and quality on wall with two or more coat to give an even shade including a priming coat with cement primer of approved brand and manufacturer exterior primer applied @2.20 kg/10 sqm after thoroughly brushing the surface free from mortar droppping and other foreign matters and sand papered smooth including supplying of all materials, labour, tools and plants etc. required for proper completion of the work.DSR -2023/13.46.1 (Rates factored as per govt gudlines)
581.4
122
71192.43
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MS AND Medium tensile steel bars DSR -2023/5.22.1 (Rates factored as per govt gudlines)
5162.45
81
421565.67
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Foundations, footings, bases of columns, etc. for mass concrete DSR 2023/ 5.9.1 (Rates factored as per govt gudlines)
71.5
299
21379.22
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Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M.in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be
used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. excluding Royallity. Wherever applicable for small work or Abadi area.
(Where machine con not reach/move)PWD-SOR-2022/253(A)
2457
100
245700
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S/S of 22.4 to 53mm gauge stone ballast with stacking for measurment etc. all complete as per the direction of Engineer in charge RMR
2481.57
2151
5338353.38
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S/S of 45 to 63mm gauge stone ballast with stacking for measurment etc. all complete as per the direction of Engineer in charge RMR
2481.57
2096
5201867.03
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S/S of 45 to 90 mm gauge stone ballast with stacking for measurment etc. all complete as per the direction of Engineer in charge RMR
1307.12
2050
2679596
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Consolidation of stone aggregates of 45-63 mm/22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2/3 as per Technical Specification Clause 405PWD/SOR/752
4963.14
690
3424566.6
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Supply of screening material with stacking for measurment 11 etc all complete as per the direction of engineer in-charge AS PER PWD SOR 2020 RMR
893.37
2050
1831587.17
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Providing, laying, spreading and compacting graded stone aggregate
(size range 53 mm to 0.075 mm ) to wet mix macadam (WMM)
specification including premixing the material with water at OMC in
for all leads & lifts, laying in uniform layers with mechanical
paverfinisher in sub- base / base course on well prepared surface
and compacting with vibratory roller of 8 to 10 tonne capacity to
achievethe desired density, complete as per specifications and
directions of Engineer-in-Charge.DSR 2023/ 16.79 (Rates factored as per govt gudlines)
995.25
2222
2211535.07
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Providing and applying tack coat with bitumen VG - 10 grade using bitumen pressure distributor at the rate of 30 kg per sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per
technical specification clause 503. RMR
54540
16
894456
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Providing and laying dense graded bituminous macadam with HMP producing an average output of 75 tonnes per hour using
crushed aggregates from approved quarry of specified grading, premixed with bituminous binder (VG-30) @ 4.5 per cent by
weight of total mix and filler,transporting the hot mix to work site,laying with a hydrostatic paver finisher to the required grade,
level alignment,rolling with smooth wheeled. vibratory and tandem rollers to achieve the desired compaction (Ref. to
Mort&HSpecification no. 507 ) Adjustment for bitumen shall be done as per job mix formula and e-in-c latter No 2651 Dt 27-07-
12 for proper completion of work as per direction of engineer-in-cgarge including all labour,T&P,taxes , labour cess etc.RMR
1363.5
10685
14569679.25
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Providing and laying bituminous concrete with HMP crushed aggregates from approved quarry of specified grading, premixed with bituminous binder (VG-30) @ 5.4 per cent by weight of total mix and filler,transporting the hot mix to work site,laying with a hydrostatic paver finisher to the required grade, level alignment,rolling with smooth wheeled. vibratory and tandem rollers to achieve the desired compaction (Ref. to Mort&HSpecification no. 507 ) Adjustment for bitumen shall be done as per job mix formula and e-in-c latter No 2651 Dt 27-07-12 for proper completion of work as per direction of engineer-in-cgarge including all labour,T&P,taxes , labour cess etc. complete.RMR
681.75
12044
8211133.35
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Providing, laying and making kerb channel 30 cm wide and 50 mm
thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded
stone aggregate 20 mm nominal size) over 75mm bed of dry brick
ballast 40 mm nominal size, well rammed and consolidated
and grouted with fine sand, including finishing the top smooth etc.
complete and as per direction of Engineer-in-charge.DSR 2023/ 16.63(Rates factored as per govt gudlines)
1800
425
766242
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Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in charge and accordance with applicable specifications.DSR 2023/ 16.62 (Rates factored as per govt gudlines)
1107.4
475
526712.66
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Providing and fixing Glow studs of size 100x20 mm made of heavy
duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or
HIP (High impact polystyrene) or ABS having electronically welded
micro- prismatic lens with abrasion resistant coating as approved by
Engineer in charge. The glow stud shall support a load of 13635 kg
tested in accordance with ASTM D4280. The slope of retro- reflective
surface shall be 35 (+/-5) degress to base .The reflective panels on
both sides with at least 12 cm of reflective area up each side. The
luminance intensity should be as per the specification and shall be
tested as described in ASTM I: 809 as recommended in BS: 873
part 4 : 1973. The studs shall be fixed to the Road surface using the
adhesive conforming to IS, as per procedure recommended by the
manufacturer complete and as per direction of Engineer-in-charge.DSR 2023/ 16.50 (Rates factored as per govt gudlines)
400
157
62920
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Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 manufactured sand derived from Recycled Concrete Aggregate Recycled Concrete Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size (Recycled Concrete Aggregate (RCA)), including necessary excavation of size 250x250x450mm deep for the same in bitumen/ concrete pavement at specified spacing DSR 2023/ 4.9A (Rates factored as per govt gudlines)
225
686
154426.5
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Dismantling reinforced cement concrete or
reinforced brick work including stacking of
materials as directed by the Engineer-in-
charge within a distance of 60 metre (200
feet).PWD/SOR/694
5.72
1340
7664.8
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Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.DSR 2023/ 16.83 (Rates factored as per govt gudlines)
2471.4
100
248276.84
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Taking 75% for the deduction amount
65934.21
-6
-395605.26
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Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.(but in 1:4:8) PWD-SOR-2022/281
2.7
6100
16470
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Cast-in-Sltu Cement Concreta M 20 Kerb
Construction of cement concrete kerb with top and bottom width 115|
and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10
grade foundation 150 mm thick, foundation having 50 mm projection
beyond kerb stone, kerb stone laid with kerb laying machine,
foundation concrete laid manually, all complete as per Clause 408.UPPWD SOR 2022/22.19
9500
409
3885500
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Finishing wall with weather coat by premium acrylic exterior paint applied @ 3.28 ltr/10 sqm(Asian or berger brand) of approved make and quality on wall with two or more coat to give an even shade including a priming coat with cement primer of approved brand and manufacturer exterior primer applied @2.20 kg/10 sqm after thoroughly brushing the surface free from mortar droppping and other foreign matters and sand papered smooth including supplying of all materials, labour, tools and plants etc. required for proper completion of the work.DSR -2023/13.46.1 (Rates factored as per govt gudlines)
3600
122
440820
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Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M.in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be
used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. excluding Royallity. Wherever applicable for small work or Abadi area.
(Where machine con not reach/move)PWD-SOR-2022/253(A)
162
100
16200
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Dewatering/Diversion of water by diesal engine pump including opretor,fuel,required length of flexible pipe for proper disposel of water etc all .UPPWD SOR 2022/SI-109/CHAPTER-20
50
313
15650
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Shifitng of utility and electric poles to be carried as per UPPCL Estimate TO BE CARRIED OUT AS PER UPPCL
30
25000
750000
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Direction and place Identification signs up to 0.90 sqm size Board
Providing and erecting direction and place identification retro-reflectorised
sign as per IRC-67 made of high intensity grade sheeting The Retro
reflective sheeting shall be tested for a certificate of having the sheeting
tested for coefficient of retro reflection, daytime colour and luminance,
shrinkage, flexibility, liner removal, adhesion, impact resistance, specular
gloss and fungus resistance, 3 years outdoor weathering and its having
passed these tests shall be obtained from International/Government
Laboratory/ Institute by the manufacturer of the sheeting and in case the
certificate is obtained from international condition, it should also be
obtained from Indian condition within 3 years of launching of product by
the manufacture in abroad. Alternatively, a certificate conforming to ASTM
Specification (D 4956-09) on artificial accelerated weathering
requirements from a reputed laboratory in India can be accepted
provisionally. In such a situation, the Employer / Client, if so desires, could
seek for a performance guarantee which would be released after receipt of
certificate meeting the requirement of three years outdoor weathering of
the sheeting as per IRC 67:2012. Legends , PWD/SOR/22.32letters, inumerals and borders
etc should be as per MoRTH specification No-801.3.7 . Sheet fixed over
aluminium sheeting ,2 mm thick with area not exceeding 0.9
sqm.Supported on a mild steel single angle iron post 75x75x6 mm firmly
fixed to the ground by means of property designed foundation with M-15
grade cerent concrete
6.48
6317
40934.16
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E/W in foundation in oridinary soil (loam, clay or sand) including lift upto 1.5 m and lead upto 30m and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by engineer in charge upto a distance of 30m from foundation trenches.PWD-SOR-2022/251(A)
12.15
110
1336.5
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150 mm dia. R.C.C. pipe DSR 19.6.2
90
424
38185.2
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E/W in foundation in oridinary soil (loam, clay or sand) including lift upto 1.5 m and lead upto 30m and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by engineer in charge upto a distance of 30m from foundation trenches.PWD-SOR-2022/251(A)
1102.5
110
121275
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Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.(but in 1:4:8)PWD-SOR-2022/281
110.25
6100
672525
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Concrete of M25 grade with minimum cement
content of 330 kg /cum DSR-2023/5.33.1.1
402.58
7247
2917557.65
... More
Foundation, footings, bases of column, etc. for mass concrete DSR 5.9.1
158.07
299
47264.51
... More
Mild steel and Medium tensile bar DSR 5.22.1
20492.91
81
1673451.03
... More
Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 DSR 7.75
50
99
4995
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Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of the
officer-in-charge.DSR 7.71
152
179
27332.64
... More
Providing and stacking of Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara,Mohan,Scarlet Queen, Variegated, Glabra Formosa, Peruviana Odissi, Paratha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Earthen pots / Plastic
pots & as per direction of the officer-in-charge..(Divider Area) DSR 9.4
100
39
3996
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Providing and stacking of Tradescantia zebrina having in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.DSR 6.30
50
19
999
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Providing and stacking of Asparagus sprengeri of height 15 cm to 20 cm, full of leafy branches in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge.DSR 6.4
50
19
999
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Trenching in ordinary soil up to required depth including removal and stacking of serviceable materials and then disposing of as directed and spreading earth & neatly levelling, breaking clods etc. and making the trenched area with designed mounds, paths and sitting spaces etc. to proper levels by filling with earth or earth mixed with manure and properly watering complete work in required topography as per drawing & specifications. DSR 2.1
1140
78
88942.8
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Supplying and stacking of good earth at site including royalty but including carriage 1km (earth measusred in stacks will be reduced by 20% for payment). DSR 2.2
960
515
494476.8
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Supplying and stacking at site dump manure from approved source,including carriage up to 1 km (manure measured in stacks will be reduced by8% for payment) DSR 2.4.3
28.87
319
9226.27
... More
Mixing earth and manure in specified proportion or as directed. DSR 2.9
988.8
36
36101.09
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Rough dressing the trenched ground including breaking the clods. DSR 2.5
228
1
342
... More
Fine dressing the ground DSR 2.7
228
3
843.6
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Spreading of mixed good earth and manure in specified proportions as above and in required thickness.DSR 2.8
988.8
52
51714.24
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Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation.DSR 2.6
570
4
2793
... More
Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness on existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same, as per direction of officer in charge.DSR 2.34
570
87
49823.7
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GST
18
61094772
10997059.1
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