Directorate Of Urban Local Bodies Tender
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Directorate Of Urban Local Bodies - DOLBU Tender
Civil And Construction
Building Construction
Eprocure
Opening Date14 Feb 2025
Closing Date20 Mar 2025
Tender Amount₹ 10,71,10,472.37
Technical
Technical
Financial
Class Of Bidder
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Class A (at least lead partner in case of JV)
Technical Capacity
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The required prior work experience for the bidder includes total annual volume of civil engineering construction work executed and payments received in the last five years. The bidder needs to provide a certificate from a Chartered Accountant for this information. The bidder must have successfully completed or substantially completed similar works during the last five years. The similar work experience can be in the form of: - At least one work - not less than 80% of the estimated project cost.
- At least two works - not less than 50% of the estimated project cost.
- At least three works - not less than 40% of the estimated project cost. Substantially completed works means those works which are at least 90% completed. The gross value of work done up to the last date of submission is 90% (value wise) or more of the original contract price. The bidder should have experience in substantial completion of construction of roads in urban areas, including carriageway, footpaths, streetlights, and underground utilities such as gas, power, sewer, water supply, storm water, and telecom works. Specifically, for power line work, the contractor should have experience in shifting power lines from overhead to underground with a minimum capacity of 11KV. The value of similar works completed is required to be mentioned in the work experience certificate, with details such as: - Value of Contract (in Rs crore)
- Description of work, including power line capacity and name of the distribution power line
- Methodology of laying of power line (e.g. HDPE or Trench) The bidder must obtain 80 marks out of 100 for the work(s) being submitted for consideration as ‘similar work experience’. The value of work executed shall be brought to the current costing level by enhancing the actual value of work at a simple rate of 7% per annum.
Costs
EMD
₹ 23,43,000Document Cost
₹ 41,300Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_DOLBU_1006038_1Tender No
FZD/CMG 24-25/PKG-02Tender Authority
Directorate Of Urban Local Bodies ViewPurchaser Address
-Website
http://http://localbodies.up.nic.in/Package Tenders
FZD/CMG 24-25/PKG-01
GEM & Bid Advisory Services
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Documents
BOQ Items
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Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and leads upto 1km (by mechanical means)
940
5
4925.6
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Dismantling reinforcement cement concrete or reinforcement brick work, including stacking of materials as directcd by Engineer-in-charge with in a distance of 60 mt- (200 feet)
302
1000
302000
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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.
2415
98
238239.75
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Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.
891
135
120285
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Disposal of surplus earth and dismantled brick/cc/rcc at a distance 10km from site including loading unloading complete in all respect.
1400.3
257
360157.16
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Granular Sub-Base with Coarse Graded Material (Table:- 400- 1) - Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
129.6
3435
445266.72
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Wet Mix Macadam (Plant Mix Method) "WMM" - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying with uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
129.6
3644
472262.4
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Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means
648
40
26373.6
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Dense Graded Bituminous Macadam Grading-2 - Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total 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. 505 complete in all respects.
345
11512
3971950.5
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Tack Coat - Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.ting with vibratory roller to achieve the desired density.
7300
16
116800
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Bituminous Concrete - 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 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
292
12952
3782100.8
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Providing and laying in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 stone ballast 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors.
32.4
6000
194400
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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M40 grade with minimum cement content of 400 kg/cum
248.4
7231
1796192.82
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Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.
2358
293
692355.96
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Mild steel or iron work in plain work such as reinforced concrete or reinforced brick work (When not included in and an over all rates) brought to required shape as necessary including bending for proper completion of the work and excluding the supply of steel and its waistage Bend, hooks, binding wire and authorized over lapping shall be measured upto floor to level. (PWD Sl No.- 504)
311.92
6960
2170963.2
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DRY LEAN CONCRETE- Cement concrete1:3:6 (1
cement: 3 coarses and:6 graded stone agregate 40mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finising and tamping complete
283.5
6000
1701000
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Construction of Thin White Topping with Cement Concrete Pavement - Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
567
8105
4595761.8
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Dismantling of girders, trusses and other steel work including stacking of dismantled materials as directed by Engineer-In- Charge within a distance of 60 meters (200 feet).
630
1275
803250
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Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge.
100
2575
257529
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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M30 grade with minimum cement
content of 350 kg /cum
22.5
7229
162665.78
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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M40 grade with minimum cement content of 390 kg/cum
2.25
7231
16269.86
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Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
16800
129
2171064
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Footpath (Tactiles Tiles)
-
-
-
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Dismantling of girders, trusses and other steel work including stacking of dismantled materials as directed by Engineer-In- Charge within a distance of 60 meters (200 feet).
122
1275
155550
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Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-In- Charge within a distance of 60 meters (200 feet).
46
500
23000
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Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.
170.1
135
22963.5
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Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.
170.1
257
43749.72
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Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 6Km lead. The earth in form of cutting to be used as spoil banks within 30m distance as directed by the Engineer-in- Charge. Used for Earth work.
51.03
325
16584.75
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Supplying and stacking of good earth at site including royalty and carriage upto 5 k m lead complete (earth measured in stacks will be reduced by 20% for payment).
112.5
463
52103.25
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Providing and laying in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 stone ballast 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors.
282.24
6000
1693440
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Brick work M-150 in 1:4 cement and sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all materiall, labour and tools and plants, ect required for proper completion of work
24.84
5775
143451
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12mm Cement plaster with cement mortar in
proportion of 1:4 cement & coarse sand of single coat
for interior plastering upto floor two level including
internal rounded angles chamfers, and rounded
angles not exceeding 80mm in girth and finished even and smooth.
216
185
39960
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Granular Sub-Base with Coarse Graded Material (Table:- 400- 1) - Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
10
3435
34357
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Red sand stone work for wall lining etc. 30 mm thick in cement mortar 1:3 (1 cement : 3 course sand) including capping jointing in white cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment matching the stone sand.
18
2173
39119.94
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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
75.6
7575
572702.51
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Finishing walls with Putty approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work.
504
135
68040
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Wall painting (Two coat) with plastic emulsion paint of approved brand and manufacture on decorative wall surface to give an even shade including thoroughly brushing the surface clean all of dirt, grease loose pieces and prepare smooth.
504
168
84672
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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 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing.
100
696
69618
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Supply & Laying of any shaped precast Interlocking tiles of thickness 100mm (Compressive strength
not less then 30Mpa and weight 4.50kg) Including
25mm thick local sand base levelling and dressing of
surface to required level and slope, filling joints with
local sand all complete work. 100 mm (Ordinary Coloured)
2520
1025
2583000
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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.
1260
98
124299
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Taking out existing KERB STONE 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.
840
29
24746.4
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Providing and laying tactile tile (for vision impaired persons as per stanDSRds) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
252
1510
380683.8
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Drain (Strom Water)
-
-
-
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Cleaning grass and removal of rubbish up to a distance of 30 m out side the periphery of the area as per technical specification clause 201
100
5
550
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Dismantling reinforcement cement concrete or reinforcement brick work, including stacking of materials as directcd by Engineer-in-charge with in a distance of 60 mt- (200 feet)
705.6
1000
705600
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. Nominal concrete 1:3:6 or richer mix
37.8
1822
68895.04
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Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-In- Charge within a distance of 60 meters (200 feet).
37.8
500
18900
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Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.
416.83
135
56272.05
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Disposal of surplus earth and dismantled brick/cc/rcc at a distance 10km from site including loading unloading complete in all respect.
1091.43
257
280715.8
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Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting to be used as spoil banks within 6KM distance as directed by the Engineer-in- Charge. Used for earth work.
125.05
325
40641.25
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Sand fillling in plinth including watering dressing etc. including all complete.
645.3
1150
742095
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Providing and laying in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 stone ballast 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors.
180.2
6000
1081200
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Brick work M-150 in super-structure above plinth level up to floor two level (up to two storeys) including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall 230mm thick to (1:4 cement & coarse sand).
11.5
5775
66412.5
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12mm Cement plaster with cement mortar in
proportion of 1:4 cement & coarse sand of single coat
for interior plastering upto floor two level including
internal rounded angles chamfers, and rounded
angles not exceeding 80mm in girth and finished even
and smooth.
150
185
27750
... More
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg/cum
205.61
7116
1463237.96
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Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.
1903.72
293
558970.27
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Steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo-mechanically treated bars of grade fe-500D or more.
242.11
6960
1685085.6
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Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete (Storm water, sewer) 450 MM DIA RCC PIPE
840
2286
1920500.4
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Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete (Storm water, sewer) 600 MM DIA RCC PIPE
840
2946
2474724
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Providing and fixing PVC pipe conforming to IS make working pressure 4 Kg/SqCm incuding testing
labour T&P and all complete fittings 110 mm diameter
300
360
108000
... More
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.
100
418
41802
... More
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Rectangular shape 600x450 mm internal dimensions M30 Grade concrete
84
1076
90419.28
... More
Removing all type of 300 mm Dai Hume Pipes and Stacking within a lead of 1000 mm including T&P, Earthwork and Dismantling of Masonry Works.
50.5
1356
68495.68
... More
Supply and installation on site - Recessed double seal of with a clear opening of 750*750 mm DI manhole cover and frame (material- ductile iron grade 500/7) of class D400 having minimum load capacity 400 KN Load as per EN124-2, the top cover( should have 2 no. of keyholes ) as per the design approved by Engineer in chargedesign approved by Engineer in charge. (storm water)
215
18200
3913000
... More
Supply and installation on site - Recessed double seal of with a clear opening of 750*750 mm DI manhole cover and frame (material- ductile iron grade 500/7) of class B125 having minimum load capacity 125 KN Load as per EN124-2, the top cover( should have 2 no. of keyholes ) as per the design approved by Engineer in chargedesign approved by Engineer in charge. (Storm water)
15
11250
168750
... More
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
4200
129
542766
... More
Landscape & Horticulture Work
-
-
-
... More
Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge.
20
360
7200
... More
Plumeria alba of height 8'-10' with 3-4 branches and thick
10
202
2025
... More
Providing and Displaying Furcaria Variegated hybrid well developed with fresh & healthy foliage 20 and above attractive leaves in 35 cm Cement Pot as per direction of the officer-in-charge.
400
405
162360
... More
Providing and stacking of Calliandra hybrida of height 105-120 cm., well branched, bushy in big size HDPE bag as per direction of the officer-in-charge.
200
81
16200
... More
Tecoma gaudichaudi of height 90-105 cm.,bushy in big size HDPE bag
200
99
19800
... More
Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m. lead complete (Cattle manure measured in stacks will reduced by 8% for Payment).
75
222
16706.25
... More
Street Lighting
-
-
-
... More
Supply & fixing of 7 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 130 mm and base plate 12mm thik) having 3mm thikness with Double arm bracket (1 Mtr length) on RCC foundation including the cost of foundation, foundation bolts, excavation & back
filling and Required T&P completee in all respect.
42
17100
718200
... More
Supply and fixing following capicity of autometic street light cubical cntrol panel with anticorrosive alkali and acid proof paint consisting of time swich TSO 100 series with contactors. HRC fuses solating switch metering instrument & instrument box with CTs etc in case of TPN. Complete in all respect (25 A TNP).
24
26500
636000
... More
Supply and burying of safe earthing electrode T-19 (Hot dip galvanized) length upto 2000 mm . Outer G.I. pipe 50 mm inner pipe 25 mm terminal dia 12 mm outer G.I. pipe of 16 SWG and inner G.I. pipe 12 SWG with hot dip galvanized up to 100 micron filled with crystalling conductive mixture (CCM) having anti corrosive and conductive property with 50kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capicity along with 30 cm square C.I. frame with hinged over & masonry having from alectrode trminal to switch board cost of 25X3 G.I. strip will be extra.
23
6450
148350
... More
Supply and laying of aluminium conducter, PVC insulated armoured, served. sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand 4 alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size. (16 sqmm 4 core)
840
373
313320
... More
Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set
suitable for 140 to 150 Watt. Confirming to IP 66 Protection complete in all respects
84
12300
1033200
... More
S/F of Mica Junction Plate with MCB and connection pin
42
2500
105000
... More
S/Laying of 63/90 mm P.V.C. Pipe etc. complete in all respect. Including clamp
840
200
168000
... More
Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge.
840
27
22680
... More
Supply & laying of 1.5 mm x 2 core copper cable Under pole.
840
82
68880
... More
Numbering Pole with Base of white base.
72
200
14400
... More
Signages (Retro-Refectorised Board, etc)
-
-
-
... More
Flexible Median Marker As Per IRC 79:2019 .Flexible Median Marker (FMM) should be used for improving median visibility during dark hours. Use of Median Marker provides safety against collision happening with medians during night time, or severe weather. Flexible Median Markers shall be provided with fluorescent yellow colour retro-reflective sheeting Type XI as per IRC:67. Flexible Median Marker shall be of tough, high impact resistant. injection-molded, thermoplastic body with property of flexibility to provide high durability 'and U shape structure having rebound/bounce back property. the sheeting shall be of Type XI conforming to IRC:67 and it should be on both the faces whereby providing maximum reflectivity at langer distances with adequate durability. The logo of the manufacturer shall be embossed on either side of the body during the injection molding process. FMM shall be fixed by a combination of epoxy adhesive and grouting/ drilling on concrete medians or properly constructed solid medians. Height: The marker height shall be a minimum of 180 mm. width 120 mm & Body Thickness: 6.5 mm. the shanks shall not be less than 20 mm and depth shall not be less than 30 mm Reflective Area: Shall not be less than 90 cm square Proof of the same Report shall be uploaded which quoting tender. The body of FMM shall bounce back to its original position of after 750 number of hits using a pendulum of 1.8 kg conforming 40 ASTM D256 adhesion between the body and outer casing body of FMM shall withstand 50 kg of Tensile loads conforming to ASTM D638 method. The rate shall include all materials, labour. T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge.
920
312
287040
... More
Linear Delineator System (LDS) Supply & fixing of Linear Delineator System (LDS) panels made of Micro Prismatic Retro Reflective sheeting type XI duly laminated on thin aluminium foil to a unique corrugated shape to provide Retro Reflection across a wide range of observations and external angles. Each LDS panel should be of nominal length of 33 inch and each ridge shall be approximately 0.34 inch high. Each LDS panel is to be firmly fixed on existing concrete/brickwork with 16 Nos fastener/ screw
920
855
786600
... More
Tree Plate Supply & Fixing of Retro reflective Tree Plate having size 15cm x15cm, consisting Type XI Retro reflective Sheeting fixed Over 1.50 mm thick aluminium sheet including labour, Material T&P etc for proper completion of the work. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge.
25
100
2500
... More
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass bads @ 250 gms per sqm area, thickness of 2.5 mm is excludive of surface applied glass baeds as per IRC: 35 the finished survace to be level, uniform and free from streaks and holes. As per Morth Specification No. 803
567
618
350406
... More
Supply and fixing of retro reflective, information and village signed board size (0.8X0.6) m including all material, labour T&P etc complete as per lucknow sor chapter no-26 item no-18
20
4581
91620
... More
Supply and fixing of pavement marker (Cats eys) type X ASTMB - 4958 - 04 every dennison / 3m (USA make) consisting of ASA plastic housing fitted with tightly adherent plotting compound. The housing shall contain prematic to glass covered prematic reflecti
1610
324
521640
... More
Supply, fixing & built up over head structure 12mtr. 15mtr span comprising of three vertical posts of 6.00 M height made up of 300 mm NV heavy class MS pipe as vertical member welded with 10mm MS plate at top true shall comprise of 500 mm dia. Heavy clas as per lucknow sor chapter no-26 item no-7
2
233039
466078
... More
Supply and instalation of delinators (road way indicators, hazard markers, object marker) 80-100cm high above ground level painted black and white in 15 cm wide strip fitted with 80 x 100 mm rectangular or 75mm dia circular reflectrorised panel at the top
100
828
82800
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. (For Hazard Marker size 30 X 90cm)
20
3348
66960
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender.
90Cm equilateral trangle(For padestria crossing
20
4095
81900
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender.
(90 cm High Octangon(For stop sigen)
20
4851
97020
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender.
90Cm equilateral trangle(For T Junction)
20
4095
81900
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender.
90Cm equilateral trangle(For Rumble Strip on link Road)
20
4095
81900
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender.
80 x 60 Cm equilateral trangle(For Hazard marker)
20
4095
81900
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender.
80cmx60cm Ractangle place indication Board
20
4581
91620
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender.
90Cm equilateral trangle(ForSchool & hospital)
20
4095
81900
... More
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 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing.
20
696
13923.6
... More
Power Duct & Telecom
-
-
-
... More
Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.
3574.2
135
482517
... More
Disposal of surplus earth and dismantled brick/cc/rcc at a distance 10km from site including loading unloading complete in all respect.
3574.2
257
919284.24
... More
Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting to be used as spoil banks within 10 KM distance as directed by the Engineer-in- Charge.
1072.26
325
348484.5
... More
Sand fillling in plinth including watering dressing etc. including all complete.
756
1150
869400
... More
Providing and laying in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 stone ballast 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors.
193.2
6000
1159200
... More
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg/cum
1066.8
7116
7591956.88
... More
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.
8820
293
2589728.4
... More
Steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo-mechanically treated bars of grade fe-500D or more.
1256.16
6960
8742873.6
... More
Supply and installation on site - Recessed double seal of with a clear opening of 750*750 mm DI manhole cover and frame (material- ductile iron grade 500/7) of class D400 having minimum load capacity 400 KN Load as per EN124-2, the top cover( should have 2 no. of keyholes ) as per the design approved by Engineer in chargedesign approved by Engineer in charge. (storm water)
56
18200
1019200
... More
Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required.
63 mm dia (OD-63 mm & ID-51 mm nominal)
840
99
83403.6
... More
Supply& laying of 7-way, 40mm Multi Duct Path conforming to ASTM F 2160, ASTM D 2444, and equivalent Indian standards. The orange external sheath will be free from visual defects, with sub ducts arranged in a colour sequence of green, blue, yellow, brown, violet, grey, and red, viewed clockwise from the outer end. The ducts must be manufactured by TSEC-certified manufacturers using 100% virgin HDPE raw material. The sub ducts must have 3-layer design with colored outer, translucent middle layer and silicone lubricant inner layer with straight spiral ribs. The outer sheath will have anti-termite properties and a thickness of 1.2mm ± 0.2mm. Sub duct's wall thickness shall be 2.9 mm ± 0.3 mm (Excluding rib height). Push-fit couplers and end plugs will be provided every 100 meters, while ABS spacers will be used at 1.5-meter intervals. ISO Requirements: ISO 9001:2015, 14001:2015, and 45001:2018. The manufacturer's products must be CIPET tested to ensure adherence to quality and performance standards, and installation as per specification and direction of engineer in charge.
1680
861
1447824
... More
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
20160
129
2600640
... More
Repair of Domestic connection line of 160 mm dai PVC pipe leakage. Complete with excavation & backfilling
10
4500
45000
... More
Repair of Domestic connection line of 200 mm dai PVC pipe leakage. Complete with excavation & backfilling
10
10000
100000
... More
SHIFTING OF ELECRICAL LINE
-
-
-
... More
Under Ground 33 KV Cable crossing
-
-
-
... More
Clamps for fixing of Cable and Cable boxes
80
325
26000
... More
33 KV XLPE Cable 3 x 300 Sq mm
3200
2062
6598400
... More
33 KV Heat Shrinkable cable boxes for 33 KV Cable XLPE 3 x 300 Sq mm Out Door Type
60
19571
1174260
... More
Cable Marker
60
275
16500
... More
Wooden Bushes
60
275
16500
... More
Under Ground 11 KV Cable crossing
-
-
-
... More
Clamps for fixing of Cable and Cable boxes (4 x 1) x2 Nos. = 8 Nos. x 2 No.
64
325
20800
... More
11 KV XLPE Cable 3 x 300 Sq mm
3300
1502
4956600
... More
11 KV Heat Shrinkable cable boxes for 11 KV Cable XLPE 3 x 300 Sq mm Out Door Type (2.0 x 2) x2 Nos. = 4 Nos. x 2 No.
32
5635
180320
... More
Cable Marker (2.0 x 1) x2 Nos. = 4 Nos. x 2 No.
32
275
8800
... More
Wooden Bushes (2.0 x 1) x2 Nos. = 4 Nos. x 2 No.
32
275
8800
... More
Pale fencing of 11/0.4 KV Sub-Station
6
20000
120000
... More
Copper L-Piece 50 x225x10 m.m (L.S)
40
1210
48400
... More
Copper L-Piece 60 x225x12 m.m (L.S)
40
1320
52800
... More
Top Channel 125 x 65x 3200mm. X 1 No. with 2 Nos. Clamps
112
1751
196112
... More
chemical earthing
20
8000
160000
... More
L.T Incoming Pannel with metering equipment and fixing arrangement (L.S)
6
20000
120000
... More
11 KV RMU
4
300000
1200000
... More
Under ground L.T. Cable crossing
-
-
-
... More
H.D.P.E Pipe PN-6, 160 mm. dia for U/G laying of L.T, XLPE Cable
900
655
589500
... More
Clamps for fixing of Cable and Cable boxes (4 x 1) x2 Nos. = 8 Nos. x 2 No.
64
325
20800
... More
Clamps for holding of HDPE Pipe (4 x 1) x2 Nos. = 8 Nos. x 2 No.
64
325
20800
... More
L.T XIPE Cable 3.5 x 400 sq mm
1000
1438
1438000
... More
L.T. Heat Shrinkable cable boxes for L.T. Cable XLPE 3.5 x 400 sq mm out Door Type (2.0x2) x 2 = 4 Nos. x 2 NO.
16
5635
90160
... More
L.T. PVC ARMOURED 2Cx10
500
875
437500
... More
L.T. PVC ARMOURED 4Cx16
500
1129
564500
... More
Distrubution box with Teleless unit & Bus bar
5
25000
125000
... More
A type Distrubution box
30
7000
210000
... More
B type Distrubution box
15
5000
75000
... More
Cartage & Erection charges for cable laying work
1
5542665
5542665.6
... More
Misccllancous Expenditure (T/F - 25 KVA 2 No., 63 KVA1 NO. & 400 KVA 2 No. ) Oil filling, changing of damaged 11 KV & LT Bushing and bushing rod, packing ect, during shifting of Transformer 11/0.4 KV old and used
8
20000
160000
... More
Road restoration charges for pucca road crossing/Footpath (L.S)
2000
1000
2000000
... More
Cartage & Dismentalling Charges of existing of 33 KV Line (10%)
-
-
-
... More
M+6 Tower 19.300 long 2160x6 Nos. = 12960 kgs. (10% of Amount)
12960
41
53136
... More
S.T Pole 11.0 M long 204.3 kg x 23 Nos. = 4698.9 kgs. (10% of Amount)
4699
41
19265.9
... More
ACSR Dog conductor (0.300x3 +3% = 0.927 +0.500 x6 + 3% = 3.09 + 0.0x9+3% = 0.0) = 4.017 km. @ 354.6 kg/km Alum. = 1424.43 kg (10% of Amount)
1424
147
20932.8
... More
33 KV "V" type X-arm 14.895 kg x 13 Nos. = 193.635 kg (10% of Amount)
194
41
795.4
... More
X-arm holding clamp suitable for Rails and S.T.P. 1.665 kg x 51 Nos.= 84.915 kg (10% of Amount)
85
41
348.5
... More
33 PV Pin with nut 2.52 kg x 99 Nos. = 249.48 kg (10% of Amount)
249
41
1020.9
... More
Discfutting for Dog conductor 2.16 kg x 33 Nos. = 71.28 kg (10% of Amount)
71
41
291.1
... More
"F" clamp for 33 KV 2.25 kg x 13 Nos. = 29.25 kg (10% of Amount)
29
41
118.9
... More
"E" clamp for 33 kv 1.98 kg x 12 Nos. = 23.76 kg (10% of Amount)
24
41
98.4
... More
M.S Channel 125x65x6 mm (Old and used) (10% of Amount)
555
41
2275.5
... More
M.S Angle 65x65x6 mm (Old and used) (10% of Amount)
90
41
369
... More
33 KV.3x300 Sq. mm cable (old and used) at 1 No.Location salwaged value 10%
10
2062
2062
... More
Cartage & Dismentalling Charges of existing of 11 KV Line (10% of Amount)
-
-
-
... More
S.T Pole 13.0 M long 308.7 kg x 0 Nos. = 0.0 kgs. (10% of Amount)
8026
41
32906.6
... More
S.T Pole 11.0 M long 204.3 kg x 48 Nos. = 9806.4 kgs. (10% of Amount)
9806
41
40204.6
... More
ACSR Dog conductor (0.8x3 +3%) = 2.472 km. + (0.0 x6 + 3%) = 0.0 Km. Total = 2.472 Km. @ 354.6 KG/Km Alum. = 876.57 kg (10% of Amount)
877
147
12891.9
... More
11 KV "V" type X-arm 8.19 kg x 24 Nos. = 196.56 kg (10% of Amount)
197
41
807.7
... More
X-arm holding clamp suitable for Rails and S.T.P. 1.665 kg x 124 = 206.46 kg (10% of Amount)
206
41
844.6
... More
11 KV Pin with nut 0.810 kg x 93 Nos. = 9.43 kg (10% of Amount)
2
41
8.2
... More
Dis fitting for Weasel conductor @ 0.5 kg x 6 Nos. = 18.0 KG (10% of Amount)
18
41
73.8
... More
"F" clamp for 11 KV 1.08 kg x 24 Nos. = 25.92 kg (10% of Amount)
26
41
106.6
... More
M.S Channel 125x65x6 mm (Old and used) (10% of Amount)
122.62
41
502.74
... More
M.S Channel 100x50x6 mm (Old and used) (10% of Amount)
440.46
41
1805.89
... More
M.S Angle 75x755x8 mm (Old and used) (10% of Amount)
165.48
41
678.47
... More
M.S Angle 50x50x6 mm (Old and used) (10% of Amount)
21.87
41
89.67
... More
11 K.V, 3x300 Sq.mm Cable (old and used) salwaged valure 10 %
10
1502
1502
... More
Cartage & Dismentalling Charges of existing of L.T. Line (10% of Amount)
-
-
-
... More
L.T. Clamp @ 1.0 kgx 21 Nos = 21.0 kg (10% of Amount)
21
41
86.1
... More
Earth wire clamp for P.C.C Pole @ 0.75 kg x 21 Nos = 15.75 kg (10% of Amount)
16
41
65.6
... More
A.B Cable (3x120 - 1x70 -1x16 Sq.mm) (0.800x1-5%) = 0.840 kM @ Appro. 300 kg/km Alum. = 252 kg (10% of Amount)
252
84
2121.84
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