Lucknow Development Authority Tender
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Lucknow Development Authority - LDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date31 Dec 2022
Closing Date6 Jan 2023
Tender Amount₹ 1,22,07,591
Costs
EMD
₹ 2,44,200Document Cost
₹ 4,366Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_LDAUP_763625_1Bid Award Id
ViewTender No
102/E-NIVIDA/C.E./2022-23/03Tender Authority
Lucknow Development Authority ViewPurchaser Address
-Website
http://http://www.ldalucknow.co.in/
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Documents
Janeshwar Mishra Park ke Gate No-6 ke Nikat se (Pipra Ghat Bandha Roda) Shaheed path Junction tak Nirmit Four Lane Sadak per Street Furniture, Sadak ke dono taraf Kerb Stone, Divider Painting wa Crash Barier, signage aadi lagane ka krya.
Janeshwar Mishra Park ke Gate No-6 ke Nikat se (Pipra Ghat Bandha Roda) Shaheed path Junction tak Nirmit Four Lane Sadak per Street Furniture, Sadak ke dono taraf Kerb Stone, Divider Painting wa Crash Barier, signage aadi lagane ka krya.
Janeshwar Mishra Park ke Gate No-6 ke Nikat se (Pipra Ghat Bandha Roda) Shaheed path Junction tak Nirmit Four Lane Sadak per Street Furniture, Sadak ke dono taraf Kerb Stone, Divider Painting wa Crash Barier, signage aadi lagane ka krya.
BOQ Items
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Painting on divider of the roads with enamal paint two coat on previously old painted surface complete in all respect. (PWD SOR-20-21,CH-15,642+643)
20040
-
85
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Earth Work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm 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 2.1.1 all kinds of soil. : 0 to 0.30 M
12.48
-
156
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : 1:5:10 (1cement :5 Coarse sand (Zone-III) :10 graded stone aggregate 40 mm nominal size) /PWD SOR 20-21/4.1.10)
3.12
-
5857
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Brick work with common burnt clay (non modular) bricks of class-150 in foundation and plinth in: Cement mortar 1:4 (1cement:4 Coarse sand) PWD SOR 20-21/6.1.1
90.48
-
6715
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : 1:2:4 (1cement :2 Coarse sand (Zone-III) :4graded stone aggregate 20 mm nominal size) /PWD SOR 20-21/4.1.3)
2.87
-
6990
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12 mm thick plaster of Mix : 1:4 (1cement:4 coarse sand) PWD SOR 20-21
249.6
-
186
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Cast in Situ Cement concrete M 20 Kerb
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually all complete as per clause-408 PWD SOR 20-21/CH-26/Traffic/S.N.-17/ MoRTH 804(8.1)
31
-
409
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Dismantling reinforced cement concrete or reinforced brick work including stacking of dismantled materials as directed by the engineer in charge with in a distance of 60 mtr/PWD SOR 20-21/694
51.6
-
1122
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Earthwork in cutting or in embarkment In ordinary soil, excavation to be in the form of regular pits not exceeding £ metre (20") in depth and earthwork in embankment to be in 20 cm. (8") layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 metre (5 ft) lifts and 30 m. (100") lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 metres (100 ft.) distance as directed by the Engineer-in-charge.
1800
-
95
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Cartage of Earth up to 5 Km ((183.5*20%)-183.5)
1800
-
146.8
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Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.300 kg. per square metres on the prepared bitumenous /granuler surface cleaned with mechanical broom. (as per MORTH Specification - 503)
900
-
10.5
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Providing and laying semi-dense bituminous concrete with 60-90 TPH batch type HMP producing an average output of 25 cum per hours using crushed aggregate of specified grading, premixed with bituminous binder (VG-30) @ 5.00 percent 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 MORT&H Specifications Clause 508 complete in all respects. (Reducing Bituminious quality by 8% and replacing it by plastic waste as per IRC:SP:98-2013)
105.98
-
4445
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Cleaning jungle including uprooting of rank vegetation grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. (PWD SOR 20-21 SI 2.31)
2047.5
-
6
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Engagement of Sweeper with Brooms T&P all complete required for proper completion of the work. For One year. SI No. 22A+10% CP
100
-
368.5
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Hiring Tractor Trolly with water tanker with including driver & POL. (Rs.1630+10%CP = 1793.00
60
-
1793
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Direction and place identification signs up to 0.90 sqm size Board : Providing and erecting direction and identification retro- reflectorised sign as per IRC-67 made of high intensity grade sheeting The Retro Reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance shrinkage, flexibility liner...................... as per MoRTh Specification no-8013.7, sheet fixed over aluminium sheeting 2mm ......... complete all .PWD SOR /20-21/ CH-26/Traffic/S.N.-19/MoRTH 801 (8.5)
150
-
6317
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Type-A "W" : Metal Beam Crash Barrier : Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ ground level fixed on ISMC Series channel vertical post, 150x75x5 mm) spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fitting to conform to IS:1367 and IS:1364. Metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330 mm long complete as per clause 810.00 PWD SOR 20-21/CH-26/S.N. 27 (MoRTH - 810 (8.23)
50
-
3107
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Reflective Ralsed Pavement Markers (Cat Eye/Road Stud)
Supply and fixing of ralsed pavement marker with made os plasitc body of RPM/Road Stud Shall be Moulded for ASA…..
PWD SOR 20-21/Ch-26-S.N.-6
9000
-
324
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Linear Delineator System (LDS) Supply of Fixing of Liner 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 wide range of observations and external angles. Eatch LDS Panel shoudl be of Nominal length of 33 inch and each ridge shall be approximately 0.34 inch Each LDS panel is to be firmly fixed on existing concrete/brick work with 16 Nos fastner/screw. PWD SOR 20-21/CH-26/IRC:79-2019/S.N.-9
200
-
855
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Road marking with Hot Applied Thermoplastic compound with Reflectorising Glass beads on Bituminous surface. (Repeated / Tranvers Bar) Providing and laying of hot applied thermoplastic compound 2.50 mm thick including reflectorising galss beads @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied galss beads as per IRC 35-2015 The finished surface to be level uniform and free from streaks and holes. PWD SOR 2020 CH-26 Page 56 Morth 803 (8.13)
540
-
618
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Retaining wall
-
-
-
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Earth Work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm 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 2.1.1 all kinds of soil. : 0 to 0.30 M
90
-
156
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : 1:5:10 (1cement :5 Coarse sand (Zone-III) :10 graded stone aggregate 40 mm nominal size) /PWD SOR 20-21/4.1.10)
7.5
-
5857
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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). (4.2.1)
66.75
-
8408
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Centering and shuttering including strutting propping etc and removal of form for Foundation footings bases of colums etc. for mass concrete. (5.9.1)
35.5
-
169
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Centering and shuttering including strutting propping etc and removal of form for Wall (any thickness) including attached pilasters, butteresses, plinth and string courses etc. (5.9.2)
138
-
328
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M.S. or Iron in plain work such as reinforced concrete or reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks. PWD SI No. 504/09
65.5
-
9600
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