Lucknow Development Authority Tender

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Lucknow Development Authority - LDA Tender

Works
Civil And Construction
Drainage Work
Environmental Service
Eprocure
Opening Date25 Jan 2025
Closing Date7 Feb 2025
Tender Amount₹ 2,93,89,200 
Notes
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Class Of Bidder
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Class A, B, C & D.
Technical Capacity
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The required prior work experience for the bidder includes experience in similar works, with specific requirements for technical personnel. For contracts up to a certain value, the requirements are: - A degree holder with a minimum of 2 years of experience in Civil Engineering, with 1 personnel required. - A diploma holder with a minimum of 2 years of experience in Civil Engineering, with 2 personnel required. For contracts above a certain value, the requirements are: - A degree holder with a minimum of 2 years of experience in Civil Engineering, with 2 personnel required. - A diploma holder with a minimum of 2 years of experience in Civil Engineering, with 4 personnel required. The bidder should provide information on their experience in similar works, including the value of the contract, contract number, date of issue of work order, stipulated date of completion, actual date of completion, and remarks explaining reasons for delay, if any. The percentage of similar works completed is mentioned as 10 percent. The bidder should also provide evidence of access to financial resources to meet the qualification requirements, with a minimum amount of liquid assets and/or credit facilities net of other contractual commitments of 10 percent of the contract value. Additionally, the bidder should have achieved a minimum financial turnover of at least the amount equal to the estimated cost of works in any one year in the last five years, indexed at a certain rate. The bidder should have satisfactorily completed, as a prime contractor, at least one similar work equal in value to one-third of the estimated cost of work. The bidder should demonstrate availability of key equipment and technical personnel, and have liquid assets and/or credit facilities of not less than a specified amount. The bidder should have completed works of a similar nature and size for each of the last five years, with details of works in progress or contractually committed, along with certificates from the concerned officer. The bidder should provide details of the total monetary value of civil construction works performed for each of the last five years. The bidder should also provide information on quantities of work executed as a prime contractor in the last five years, including specific items like earthworks, granular sub-base and base, and plant mix paver laid bituminous work. The required prior work experience for the bidder includes: - Total value of Civil Engineering Construction work executed and payments received in the last five years. - Work performed as prime contractor on works of a similar nature over the last five years, with details such as project name, contract value, and completion dates. - Quantities of work executed as prime contractor in the last five years, including specific items like earthworks, granular sub-base and base, and plant mix paver laid bituminous work. Values like amount are mentioned, such as the total value of civil engineering construction work executed and payments received in the last five years. A specific percentage of similar works completed is mentioned as 10 percent. The bidder needs to provide information on their existing commitments and ongoing works, including the value of the contract, stipulated period of completion, and value of works remaining to be completed. The bidder should also provide information on works for which bids have already been submitted, including the estimated value of works, stipulated period of completion, and the expected date of decision. The bidder should have a minimum of 10 percent of the contract price of works to invest during the implementation of the works, and should have access to lines of credit and availability of other financial resources/facilities of 10 percent of the contract value.

Costs

Description

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Documents
Kanpur road Yojna stith Jyotibaphule zonal park me jheel ke kayakalp kiye jane hetu water wadi ki marammt, Jhadiya ki saf-safai, barsati pani hetu filtreshan system and 700 KLD kshamta ke sewage treatment plant sthapna ka kary
Kanpur road Yojna stith Jyotibaphule zonal park me jheel ke kayakalp kiye jane hetu water wadi ki marammt, Jhadiya ki saf-safai, barsati pani hetu filtreshan system and 700 KLD kshamta ke sewage treatment plant sthapna ka kary
Kanpur road Yojna stith Jyotibaphule zonal park me jheel ke kayakalp kiye jane hetu water wadi ki marammt, Jhadiya ki saf-safai, barsati pani hetu filtreshan system and 700 KLD kshamta ke sewage treatment plant sthapna ka kary
Report Missing Document

BOQ Items

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DO_NOT_SHOW

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View all details for FREE
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Beyond 30 cm girth upto and including 60 cm girth

130

384

50005.8

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Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of Skm also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. (DAR 2.25a)

1230

198

243835.2

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DISMANTLING & DEMOLISHING WORKS

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-

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Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. (DAR 15.56)

250

43

10792.5

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Raking out joints in lime or cement mortar and preparing the surface for re pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. (DAR 14.17)

250

57

14307.5

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FINISHING WORKS

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Pebble dash plaster upto 10 m height above ground level with a mixture of washed pebble or crushed stone 6 mm to 12.5 mm nominal size, dashed over and including fresh plaster in two layers under layer 12 mm cement plaster 1:4 (1 cement: 4 coarse sand) and top layer 10 mm cement plaster with cement mortar 1:3 (1 cement: 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement. (DAR 13.20)

233.52

655

153100.38

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DEVELOPMENT WORKS

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Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil (DSR 2.6.1)

100

140

14022

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)

3.9

5381

20986.52

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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: M 25 Design Mix Concrete

22.03

7508

165408.07

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Steel in kg

21.07

8000

168560

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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

26.12

309

8091.45

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Centering and shuttering including strutting, propping etc. and removal of form for: Walls

32

665

21297.28

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Providing and laying non-pressure R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete: 450 mm dia (DSR 19.6.5)

40

1280

51218.8

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Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings/wooden frames with rawl plugs screws etc. (At 20 kg/sqm) (dsr 9.48.2)

320

188

60252.8

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Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.

952

12

12071.36

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Earthwork in excavation by mechanical means/ manual means over areas (exceeding 30 cm in depth and 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m as directed by engineer-in-charge. All kinds of soil.

1635.49

140

229328.13

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Filling of available earth in plinth under floor including watering ,ramming, consolidating and dressing complete including lead upto 50 m. and lift upto 1.5m. and including cost of earth.

1635.49

154

253222.61

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Providing of sand filling in plinth under floor including watering ,ramming, consolidating and dressing complete including supply of all material labour T&P etc. required for proper completion of the work.lead upto 50 m. and lift upto 1.5m. and including cost of sand. (S.I.255)

1635.49

845

1381987.36

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Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand{FM 2.20-3.60} : stone ballast of 40 mm nominal size) and curing complete,including supply of all material labour T&P etc. required for proper completion of the work, in foundation and floors.(PWD.281)

89.36

5381

480881.98

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Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or chordancewill be used. The rate of application of chemical emulsion shallbe as follows :

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(1)Treatment for masonary & foundation 5 liters per/100 sqm.

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-

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(2) Back fill in immediate contact with foundation 7.5 liters/100sqm

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-

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(3) Treatment of top surface of plinth filling 5 liters/100 sqm

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(4)Treatment junction of wall and the floor 7.5 liters /100 sqm

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(5)Treatment of soil along external perimeter of building 7.5liters/100sqm.

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(6) Treatment of soil under apron along external perimter 5 liters/100 sqm. Chapter 8 (1)

560

244

137177.6

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R.C.C. work with cement, approved coarse sand and 2 cm. (3/4") guage approved stone grit in the proportion of (1:1:2)(1cement :1coarse sand( FM2.20-3.60) :2 stone aggregate20mm) in RCC FOOTING excluding supply of reinforcement and its bending but including its fixing in position and binding with 24 B W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works.

172.29

7508

1293591.71

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Same As above item No. 11 but for R.C.C BEAM

17.29

7789

134637.19

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Same As above item No. 11 but for R.C.C WALL

207.46

7789

1615965.59

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Same As above item No. 11 but for heavier -slabs

25.42

7789

197994.95

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FORM WORK

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-

790.68

309

244936.85

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BEAMS

125.26

581

72863.34

708.52

665

471550.4

169.46

732

124126.06

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Mild steel or iron in plain work such asreinforced concrete or reinforced, brick work (when not included in anover all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.(504)

1681.07

8000

13448568

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12 mm cement plaster in single coat on fair side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80mm in girth nd finshed even and smooth. (1)1 cement:3 coarse sand (FM 1.50-1.75)

1510.41

274

414078.08

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Finishing walls with two coat of acrylic smooth exterior paint of best quality including supply of all material,labour & T&P etc. required

1035.87

126

131410.47

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Providing & fixing on wall face PVC vent pipes including jointing with seal ring.

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-

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b) 90mm dia PVC pipe.

100

143

14300

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Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of : (i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) including applying of twice ( at base and top of mortar ) cement slurry @ 2.2kg/m2 (each time) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the leveling course (leveling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound. (ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportions. (iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer.

1035.87

1197

1240195.36

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GRIT/AGGREGATE FOR STP

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-

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Plant Bed as per details specification and make as per direction E/I.

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-

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Supply, stacking and filling of grit/ballast of size 40 mm by mechanical transport with a lead of 221 km (Kabrai) and placing in specified location as per engineer in charge.

366.19

2580

944770.2

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Supply, stacking and filling of grit/ballast of size 20 mm by mechanical transport with a lead of 221 km (Kabrai) and placing in specified location as per engineer in charge

549.28

3100

1702768

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Supply, stacking and filling of grit/ballast of size 22.4 to 53 mm by mechanical transport with a lead of 221 km (Kabrai) and placing in specified location as per engineer in charge

549.28

2594

1424832.32

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Electrical and Component

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Supply and erection of factory fabricated and wired metal clad dust and vermin proof floor mounting panel TPN switch board complete with the following HRC type heavy duty TPN fuse switches with fuses and instrument chamber etc. complete in all respects. The instrument chamber shall be separate and shall comprise of flush type ammeter, voltmerer, selector switches for ammeter and voltmeter, instrument fuses, current transormer etc. The board shall have suitable capacity electroytic alumininum busbars as per IS8623 istulate with heat shrink sleeving and mountend on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides. The switches shall be complete with suitable cable end boxes, reverse entery boxes in case of pedestaal type, cable sockets, compression glands and indicating lamp on incoming etc. Incoming 200 Amp. TPN-1 No (E&M Schedule 2018)

2

64700

129400

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SEWAGE CUTTER PUMPS: Providing & fixing of cutter version submersible sewage pump suitable for 400/ 440 volts, 3 phase, 50 cycles A.C. supply with suitable suction delivery header, CI impeller, CI casing & body complete with all accessories. No. of pumps: 02 (1W+1S) Capacity: 2 HP Head: 14 m

4

42500

170000

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NORMAL PUMP: Providing & fixing of non-submersible, monobloc pump suitable for operation on 415 V, 50 Hz, 3 Phase AC supply. No. of Pumps: 2 (1W+1S) Make: Kirlosker/ Crompton/ wilo or equivalent

4

14500

58000

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SEWAGE CUTTER PUMPS: Providing & fixing of cutter version submersible sewage pump suitable for 400/ 440 volts, 3 phase, 50 cycles A.C. supply with suitable suction delivery header, CI impeller, CI casing & body complete with all accessories. No. of pumps: 01 (1W) Capacity: 7 HP Head: 14 m

2

45000

90000

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Providing and Installing Stabilizer at site

2

125000

250000

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Material Involved

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-

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Suplly and Installation of Bio-Culture i.e Persnickety-731 (developed by JM Enviro ) with a plan as. 1st 20 days, @6.5 litres /day bioculture (150 litres for 20 days). 2. Next 30 days, @ 5 litres / day bioculture (150 litres for 30 days)

300

1150

345000

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Procurement of Plants (Hybrid Varieties of plants which oxygenate water) and Installation of the plants mentioned. 6 plants/sq m . Considering 600 sqm(L.S.) area of Plant bed transportation and installation included in rate

4800

100

480000

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Plumbing Component

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-

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Supply and fixing of CPVC pipe OD 150 mm as per design requirement of the plant.

15

5389

80844.15

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Operation & Maintenance Cost (3 Years)

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-

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O&M - 1st year (0.5%)

21898886.69

-

109494.43

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O&M - 2nd year (1%)

21898886.69

-

218988.87

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O&M - 3rd year (1.5%)

21898886.69

-

328483.3



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