Directorate Of Urban Local Bodies Tender
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Directorate Of Urban Local Bodies - DOLBU Tender
Civil And Construction
Civil And Architectural Services
Eprocure
Opening Date13 Feb 2025
Closing Date20 Mar 2025
Tender Amount₹ 24,37,09,119.31
Technical
Technical
Financial
Class Of Bidder
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Class A
Bid Capacity
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The bid capacity required in the given tender can be calculated using the formula: Assessed Available Bid Capacity = (A*N* M-B) Where:
A = Maximum value of works executed in any one year during the last five years (updated to the current price level) at a rate of 7 percent per year.
N = Number of years prescribed for completion of the works for which the bids are invited.
M = 2.5
B = Value at the current price level of the existing commitments and ongoing works to be completed during the next 1.25 years. Alternatively, the bid capacity can also be determined by the following: 1. Annual Turnover: The bidder should have an annual financial turnover of INR 28.00 Cr (Twenty Eight Crores) or above for the last five financial years.
2. Value of Work: The bidder should have experience in similar nature of works with a value of INR 2703.85 Lakh.
3. Liquid Assets: The bidder should have liquid assets and/or availability of credit facilities of INR 270.38 Lakh (Two Hundred Seventy Lakhs and Thirty Eight Thousand) or above, which is 10% of the estimated cost. Formulas can be summarized as:
- Assessed Available Bid Capacity = (A*N* M-B)
- Annual Turnover ≥ INR 28.00 Cr
- Value of Similar Work ≥ INR 2703.85 Lakh
- Liquid Assets ≥ 10% of Estimated Cost (INR 270.38 Lakh)
- Bid Capacity ≥ Evaluated Bid Price
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. The information on prior work experience should be provided in a specific format, which includes details such as project name, name of the employer, description of work, contract number, value of contract, date of issue of work order, stipulated period of completion, actual date of completion, and remarks explaining reasons for delay, if any. 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. The value of similar works is required to be mentioned in Rs. crore. The bidder should have completed at least three similar works, with each work not less than 40% of the estimated project cost. The bidder should have experience in similar work, which includes construction of roads in urban areas with carriageway, footpaths, streetlights, and underground utilities. The bidder must obtain 80 marks out of 100 for qualification, with a minimum of 15 marks for underground utilities works pertaining to power lines. 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 a minimum of 90% completion of similar works. The bidder should have acquired experience of execution of all major items of works under the proposed contract as a sub-contractor. In case a project has been executed by a joint venture, weightage towards experience of the project would be given to each joint venture in proportion to their participation in the joint venture. 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. The bidder should demonstrate having experience and resources sufficient to meet the aggregate of the qualifying criteria for the individual contracts. The bidder should have executed similar water supply/sanitary engineering works for a minimum length as per technical evaluation in Section 2. The bidder should also have executed underground distribution power line for a minimum length as per technical evaluation in Section 2. The joint venture is allowed for package sizes exceeding Rs. 25 Crores. The bidder should have a minimum cash investment of up to 25% of the contract value during the implementation of the work. The bidder should also have access to lines of credit and availability of other financial resources facilities, certified by bankers, of at least 10% of the contract value. The bidder should demonstrate having experience and resources sufficient to meet the aggregate of the qualification criteria for each contract given in clauses. The bidder should inform the Tender Inviting Authority by submitting this information through Format at Annexure V if bidding for more than one package/contract. The bidder will not be allocated more than 3 (three) packages, even if their bid capacity permits. The Tender Inviting Authority/URIDA will decide on the allocation of packages if the bidder has not provided any preference. The bidder should have access to, or have available, liquid assets and/or credit facilities of not less than 10% of the value of the contract/contracts applied for. The bidder should own or have assured ownership to key items of equipment, in full working order, and must demonstrate that, based on known commitments, they will be available for use in the proposed contract. The bidder should have suitably qualified personnel to fill the positions as per Annexure-II. The bidder should submit an affidavit that the information furnished with the bid documents is correct in all respects exactly in the format provided with the bid documents. The bidder should also produce a PAN Card of the firm or contractor and such other certificates as defined in the Appendix to ITB. The bidder should have Class A registration and a valid electrical line license for executing street light works. The bidder should demonstrate having experience and resources sufficient to meet the aggregate of the qualifying criteria for the individual contracts. The bidder should demonstrate having experience and resources sufficient to meet the aggregate of the qualification criteria for each contract given in clauses [Cl.4.5.B(a)], [Cl.4.5B(b)], [Cl.4.5B(c)], and Cl. 4.7. The bidder should have executed underground distribution power line for a minimum length as per technical evaluation in Section 2. The bidder should have executed similar water supply/sanitary engineering works for a minimum length as per technical evaluation in Section 2. The work experience certificate should include the following details: - Name of work - Contract bond number - Name and address of the contractor - Total length of road - Date of issue of work order - Date
Costs
EMD
₹ 57,08,000Document Cost
₹ 41,300Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_DOLBU_1006013_1Tender No
FZD/CMG 24-25/PKG-01Tender Authority
Directorate Of Urban Local Bodies ViewPurchaser Address
-Website
http://http://localbodies.up.nic.in/Package Tenders
FZD/CMG 24-25/PKG-02
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)
12127.5
5
63548.1
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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)
63
1000
63000
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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.
3190
98
314693.5
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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.
882
135
119070
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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.
2152.4
257
553597.28
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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.
315
3435
1082245.5
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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.
315
3644
1147860
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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
300
40
12210
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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.
75
11512
863467.5
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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.
1500
16
24000
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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
60
12952
777144
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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.
15
6000
90000
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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
70
7231
506173.5
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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.
540
293
158554.8
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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)
259.05
6960
1802988
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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
478.5
6000
2871000
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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
2409
8105
19525908.6
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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).
20
1275
25500
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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.
200
2575
515058
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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
75
7229
542219.25
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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
75
7231
542328.75
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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
9676.8
129
1250532.86
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Footpath
-
-
-
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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).
66
1275
84150
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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).
338.1
500
169050
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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.
2904.2
135
392067
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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.
2904.2
257
746960.24
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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 30m distance as directed by the Engineer-in- Charge. Used for Earth work.
871.26
325
283159.5
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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).
4107
463
1902115.98
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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.
912.4
6000
5474400
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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
151.2
5775
873180
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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.
1080
185
199800
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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.
720
2173
1564797.6
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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).
247.5
7575
1874918.93
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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.
28395
135
3833325
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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.
28719
168
4824792
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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.
1000
696
696180
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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)
8820
1025
9040500
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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.
8700
98
858255
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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.
1740
29
51260.4
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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
4446.9
129
574672.89
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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.
652.5
1510
985699.13
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Providing & Laying 100x100 mm with thickness ranging from 70-90mm rough finish granite cobbles stone and shape of approved and complete as per direction of Engineer-in- Charge. including transport ,loading ,unloading and conveyance of Grey cobbles granite from available source to work site, including labor charges for fixing the granite and pointing etc., all complete as per direction of Engineer-in-charge.(grey cobblestones)
1200
2325
2790000
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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 M25 grade with minimum cement content of 330 kg/cum
435
7116
3095707.95
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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
100.8
7231
728889.84
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Applying stamping finish to the top surface of freshly laid plain/reinforced cement concrete of specified grade in porticos,sidewalks, driveways, pool decks and open yards as perdirection of the Engineer-in-Charge. The process shall include the following:- * The concrete shall be placed and screeded to the finished grade, and floated to a uniform surface by using standard finishing techniques. The approved color hardener @ 2.7 kg/sqm shall be applied evenly to the surface of the fresh concrete by the dry shake method by sprinkling in two or more shakes, floated after each shake and trowelled only after the final floating. The approved release agent @ 0.113 kg/sqm shall be applied evenly to the trowelled surface before stamping or the said release agent can be applied to the flexible polyurethane stamp moulds of approved design and in required sizes to achieve final stamped pattern. These stampings shall be placed on the surface of concrete in three to four pieces at a time and tapped gently with rammers of sufficient size & weight to leave proper stamp marks and the process repeated for the remaining concrete surface till the whole surface to be stamped is completed within the time while concrete is in plastic stage of setting.
4350
571
2484285
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Providing and fixing G.I. chain link fabric fencing of required width in mesh size
50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers
as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade
1100
798
878878
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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).
60
1275
76500
... More
Refixing of old available paver block
7515
105
789075
... More
Establishment of Dancing Solid Sculpture (Size 8'x3' weight 100 kg LS) with Red sand stone marble casting water proof & all weather proof material with 4 inch red sand stone marble casting base is also included with installation on site. after work order firm will take 20 to 25 days to done this job. transportation charges are also included with this
quotation
5
450000
2250000
... More
Providing and fixing of 1.5 mm MS sheet with CNC cutting work WITH FRAME & PAINT All comlete, Design as per drawing
160
7816
1250624
... More
Drain (Strom Water)
-
-
-
... More
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
300
5
1650
... More
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)
583.6
1000
583600
... More
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
99.23
1822
180858.58
... More
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).
76.07
500
38035
... 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.
800
135
108000
... More
Disposal of surplus earth and dismantled brick/cc/rcc at a distance 10km from site including loading unloading complete in all respect.
800
257
205760
... 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 30m distance as directed by the Engineer-in- Charge. Used for earth work.
240
325
78000
... More
Sand fillling in plinth including watering dressing etc. including all complete.
288
1150
331200
... 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.
72
6000
432000
... More
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).
23
5775
132825
... More
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
576
7116
4099144.32
... More
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.
4560
293
1338907.2
... 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.
678.24
6960
4720550.4
... More
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
100
2286
228631
... More
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
100
2946
294610
... More
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.
2940
418
1228978.8
... 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
8
1076
8611.36
... 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.
105
1356
142416.75
... 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)
98
18200
1783600
... 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)
16
11250
180000
... 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
4898
129
632968.54
... 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.
294
360
105840
... More
Plumeria alba of height 8'-10' with 3-4 branches and thick
141
202
28552.5
... 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.
2000
405
811800
... 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.
4000
81
324000
... More
Vinca different colour 6 to 8 well developed branch in full bloom stacked with green painted Bamboo stick in 25 cm Earthen Pot/Plastic Pot.
1800
48
88056
... More
Tecoma gaudichaudi of height 90-105 cm.,bushy in big size HDPE bag
1400
99
138600
... 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).
720
222
160380
... More
Hymenocallis littoralis (Spider lilly) of height 60-75 cm., bushy in big size HDPE bag
7400
75
555000
... 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.
147
17100
2513700
... 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).
28
26500
742000
... 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.
28
6450
180600
... 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)
2800
373
1044400
... 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
294
12300
3616200
... More
Supply and fixing of factory wired integral LED
flood light luminaires with die cast aluminium
housing built with dirver set suitable for 100 to 120
Watt. Confirming to IP 65 protection complete in all respect.
200
8850
1770000
... More
S/F of Mica Junction Plate with MCB and connection pin
185
2500
462500
... More
S/Laying of 63/90 mm P.V.C. Pipe etc. complete in all respect. Including clamp
4200
200
840000
... More
Supply & fixing of plain type aluminium lug to the cable leeds included with tape and making connection etc.
4200
27
113400
... More
Supply & laying of 1.5 mm x 2 core copper cable Under pole.
4200
82
344400
... More
Numbering Pole with Base of white base.
185
200
37000
... More
Signages
-
-
-
... 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.
730
312
227760
... 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
365
855
312075
... 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.
50
100
5000
... 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
1095
618
676710
... 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
730
324
236520
... 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
200
828
165600
... 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)
40
3348
133920
... 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
40
4095
163800
... 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)
40
4851
194040
... 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)
40
4095
163800
... 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)
40
4095
163800
... 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)
40
4095
163800
... 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
80
4581
366480
... 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)
40
4095
163800
... 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.
40
696
27847.2
... 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.
9340.8
135
1261008
... More
Disposal of surplus earth and dismantled brick/cc/rcc at a distance 10km from site including loading unloading complete in all respect.
8646.2
257
2223802.64
... 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.
2802.24
325
910728
... More
Sand fillling in plinth including watering dressing etc. including all complete.
1161
1150
1335150
... 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.
656.24
6000
3937440
... 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
1659.94
7116
11813079.21
... More
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.
13690.2
293
4019716.52
... 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.
1954.57
6960
13603807.2
... 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)
60
18200
1092000
... 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)
2000
99
198580
... More
HDPE PIPE PN 6 , 160 mm dia for U/G laying of LT XLPE cable
6300
537
3383730
... More
120 mm dia (OD-120 mm & ID-103 mm nominal)
846
193
163278
... 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.
5600
861
4826080
... 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
28992
129
3739968
... 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 400 & 450 mm dai PVC pipe leakage. Complete with excavation & backfilling
10
19000
190000
... More
SHIFTING OF ELECRICAL LINE
-
-
-
... More
Under Ground 33 KV Cable crossing
-
-
-
... More
Clamps for fixing of Cable and Cable boxes
72
325
23400
... More
33 KV XLPE Cable 3 x 300 Sq mm
10000
2062
20620000
... More
33 KV Heat Shrinkable cable boxes for 33 KV Cable XLPE 3 x 300 Sq mm Out Door Type
36
19571
704556
... More
Cable Marker
36
275
9900
... More
Wooden Bushes
36
275
9900
... 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.
160
325
52000
... More
11 KV XLPE Cable 3 x 300 Sq mm
7000
1502
10514000
... 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.
80
5635
450800
... More
Cable Marker (2.0 x 1) x2 Nos. = 4 Nos. x 2 No.
80
275
22000
... More
Wooden Bushes (2.0 x 1) x2 Nos. = 4 Nos. x 2 No.
80
275
22000
... More
Pale fencing of 11/0.4 KV Sub-Station
20
20000
400000
... More
Copper L-Piece 50 x225x10 m.m (L.S)
80
1210
96800
... More
Copper L-Piece 60 x225x12 m.m (L.S)
80
1320
105600
... More
Top Channel 125 x 65x 3200mm. X 1 No. with 2 Nos. Clamps
280
1751
490280
... More
chemical earthing
45
8000
360000
... More
L.T Incoming Pannel with metering equipment and fixing arrangement (L.S)
14
20000
280000
... More
11 KV RMU
11
300000
3300000
... 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
1000
655
655000
... More
Clamps for fixing of Cable and Cable boxes (4 x 1) x2 Nos. = 8 Nos. x 2 No.
200
325
65000
... More
Clamps for holding of HDPE Pipe (4 x 1) x2 Nos. = 8 Nos. x 2 No.
200
325
65000
... More
L.T XIPE Cable 3.5 x 400 sq mm
4500
1438
6471000
... 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.
100
5635
563500
... More
L.T. PVC ARMOURED 2Cx10
5000
875
4375000
... More
L.T. PVC ARMOURED 4Cx16
4000
1129
4516000
... More
Distrubution box with Teleless unit & Bus bar
30
25000
750000
... 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
16562020
16562020.8
... More
Misccllancous Expenditure (T/F - 25 KVA 2 No., KV 1 No. & 400 KVA 2 No.) oil filling, changing of damaged 11 KV & LT Bushing and bushing rod, packing etc, during shifting of Transformer 11.0/0.4 KV old and used
22
20000
440000
... More
Road restoration charges for pucca road crossing/Footpath (I.S)
3000
1000
3000000
... More
Cartage & Dismentalling Charges of existing of 33 KV Line (10% of Amount)
-
-
-
... More
Rail 90 lbs 11.89 M long 477.69x3 Nos. = 1433.07 kgs. (10% of Amount)
1433
41
5875.3
... More
S.T Pole 11.0 M long 204.3 kg x 71 Nos. = 14505.03 kgs. (10% of Amount)
14505
41
59470.5
... More
ACSR Dog conductor (0.0x3 +3% = 0.0 + 1000 x6 + 3% = 6.18 + 0.500x9+3% = 4.635) = 10.815 km. @ 354.6 kg/km Alum. = 3835 kg (10% of Amount)
3835
147
56374.5
... More
33 KV "V" type X-arm 14.895 kg x 10 Nos. = 148.95 kg (10% of Amount)
149
41
610.9
... More
X-arm holding clamp suitable for Rails and S.T.P. 1.665 kg x 196 Nos.= 326.34 kg (10% of Amount)
326
41
1336.6
... More
33 PV Pin with nut 2.52 kg x 123 Nos. = 307.5 kg (10% of Amount)
308
41
1262.8
... More
Discfutting for Dog conductor 2.16 kg x 186 Nos. = 401.76 kg (10% of Amount)
402
41
1648.2
... More
"F" clamp for 33 KV 2.25 kg x 10 Nos. = 22.5 kg (10% of Amount)
23
41
94.3
... More
"E" clamp for 33 kv 1.98 kg x 93 Nos. = 184.14 kg (10% of Amount)
184
41
754.4
... More
M.S Channel 125x65x6 mm (Old and used) (10% of Amount)
1170
41
4797
... More
M.S Angle 65x65x6 mm (Old and used) (10% of Amount)
1392
41
5707.2
... 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 26 Nos. = 17161.2 kgs. (10% of Amount)
17161
41
70360.1
... More
ACSR Dog conductor (1.5x3 +3%) = 4.635 km. + (1.5 x6 + 3%) = 9.27 Km. Total = 13.905 Km. @ 354.6 KG/Km Alum. = 4930.73 kg (10% of Amount)
4931
147
72485.7
... More
11 KV "V" type X-arm 8.19 kg x 33 Nos. = 270.27 kg (10% of Amount)
270
41
1107
... More
X-arm holding clamp suitable for Rails and S.T.P. 1.665 kg x 225 = 374.625 kg (10% of Amount)
375
41
1537.5
... More
11 KV Pin with nut 0.810 kg x 75 Nos. = 60.75 kg (10% of Amount)
61
41
250.1
... More
Dis fitting for Weasel conductor @ 0.5 kg x 81 Nos. = 40.5 KG (10% of Amount)
41
41
168.1
... More
"F" clamp for 11 KV 1.08 kg x 33 Nos. = 35.64 kg (10% of Amount)
36
41
147.6
... More
M.S Channel 125x65x6 mm (Old and used) (10% of Amount)
321.87
41
1319.67
... More
M.S Channel 100x50x6 mm (Old and used) (10% of Amount)
826.77
41
3389.76
... More
M.S Angle 75x755x8 mm (Old and used) (10% of Amount)
303.39
41
1243.9
... More
M.S Angle 50x50x6 mm (Old and used) (10% of Amount)
43.74
41
179.33
... More
11 K.V, 3x300 Sq.mm Cable (old and used) salwaged valure 10 %
60
1502
9012
... More
Cartage & Dismentalling Charges of existing of L.T. Line (10% of Amount)
-
-
-
... More
L.T. Clamp @ 1.0 kgx 60 Nos = 60 kg (10% of Amount)
60
41
246
... More
Earth wire clamp for P.C.C Pole @ 0.75 kg x 60 Nos = 45 kg (10% of Amount)
45
41
184.5
... More
A.B Cable (3x120 - 1x70 -1x16 Sq.mm) (4.5x1-5%) = 4.725 kM @ Appro. 300 kg/km Alum. = 1417.5 kg (10% of Amount)
1418
84
11939.56
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