Lucknow Development Authority Tender
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Lucknow Development Authority - LDA Tender
Civil And Construction
Building Construction
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date28 Aug 2024
Closing Date18 Sep 2024
Tender Amount₹ 1,52,25,541
Costs
EMD
₹ 3,04,600Document Cost
₹ 4,366Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_LDAUP_949900_1Tender No
32//E-NIVIDA/C.E./2024-25/1Tender Authority
Lucknow Development Authority ViewPurchaser Address
-Website
http://http://www.ldalucknow.co.in/
GEM & Bid Advisory Services
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Documents
Jankipuram yojna ke antargat Engineering college chaurahey ka Re-Modelling and Place making ka karya.
Jankipuram yojna ke antargat Engineering college chaurahey ka Re-Modelling and Place making ka karya.
Jankipuram yojna ke antargat Engineering college chaurahey ka Re-Modelling and Place making ka karya.
BOQ Items
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. MR
21.75
1022
47
CENTRAL ISLAND BILL OF QUANTITY
-
-
-
EXCAVATION in foundation in ordinary Soil ( Loam clay or sand ) including lift upto 1.5m lead upto 30.0 m & including filling watering and ramming of excavated earth into the space between the building & sides of foundation trenches or into the plinth and removal & disposal surplus earth as directed by the engineer I/C within a lead of 30 m.from foundation trenches. DSR-2023, 2.1.1
108
11077
102.57
Providing and laying Cement concrete 1:4:8 (1cement : 4 coarse sand :8 graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. DSR-2023, 4.1.8
19.25
103587
5381.16
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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR-2023, 5.1.2
33
235808
7145.72
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR-2023, 5.2.2
26.4
226335
8573.32
Centering and shuttering including strutting, propping etc. and removal of form for. DSR-2023, 5.9
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete. DSR-2023, 5.9.1
111.5
34540
309.78
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. DSR-2023, 5.9.2
264
175699
665.53
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. PSR
56.99
4559
80
15 mm thick plaster with cement mortar in consisting of 1:4 cement and approved coarse sand of minimum thickness not be less than 10 mm including supply of all materials, labour T&P etc. required for proper completion of the work. On plinth. DSR-2023, 13.5.1
192
62449
325.26
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm). DSR-2023, 13.47.1
192
25950
135.16
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. DSR-2023, 13.80
192
23667
123.27
Road Marking with hot applied thermoplastic compound with reflect rising glass beads on bituminous surface. (Repeated/Transverse Bar)Providing and laying of hot thermoplastic compound 2.5 mm thick including reflect rising glass bead @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015. The finished surface to be level, uniform and free from streaks and holes. DSR/16.62
264.6
312614
1181.46
MEDIAN
-
-
-
EXCAVATION in foundation in ordinary Soil ( Loam clay or sand ) including lift upto 1.5m lead upto 30.0 m & including filling watering and ramming of excavated earth into the space between the building & sides of foundation trenches or into the plinth and removal & disposal surplus earth as directed by the engineer I/C within a lead of 30 m.from foundation trenches. DSR-2023, 2.1.1
484.38
49682
102.57
Providing and laying Cement concrete 1:4:8 (1cement : 4 coarse sand :8 graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. DSR-2023, 4.1.8
68.36
367856
5381.16
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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR-2023, 5.1.2
111.78
798748
7145.72
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR-2023, 5.2.2
167.72
1437917
8573.32
Centering and shuttering including strutting, propping etc. and removal of form for. DSR-2023, 5.9
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete. DSR-2023, 5.9.1
498.74
154499
309.78
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DSR-2023, 5.9.2
1117.8
743929
665.53
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. PSR
285.12
22809
80
15 mm thick plaster with cement mortar in consisting of 1:4 cement and approved coarse sand of minimum thickness not be less than 10 mm including supply of all materials, labour T&P etc. required for proper completion of the work. On plinth. DSR-2023, 13.5.1
2049.3
666555
325.26
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm). DSR-2023, 13.47.1
2049.3
276983
135.16
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. DSR-2023, 13.8
2049.3
252617
123.27
FOOTPATH
-
-
-
EXCAVATION in foundation in ordinary Soil ( Loam clay or sand ) including lift upto 1.5m lead upto 30.0 m & including filling watering and ramming of excavated earth into the space between the building & sides of foundation trenches or into the plinth and removal & disposal surplus earth as directed by the engineer I/C within a lead of 30 m.from foundation trenches. DSR-2023, 2.1.1
863.2
88538
102.57
Providing and laying Cement concrete 1:4:8 (1cement : 4 coarse sand :8 graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. DSR-2023, 4.1.8
215.8
1161254
5381.16
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value- 25. 16.78.2
323.7
1228441
3795
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. PSR
323.7
273526
845
Providing & laying of interlocking concrete block pavement having thickness 80 mm as per drawings and technical specifications. PWD SOR 2020-21 DAR MORD 1500 (6.7)
2158
1782508
826
KERB STONE
-
-
-
EXCAVATION in foundation in ordinary Soil ( Loam clay or sand ) including lift upto 1.5m lead upto 30.0 m & including filling watering and ramming of excavated earth into the space between the building & sides of foundation trenches or into the plinth and removal & disposal surplus earth as directed by the engineer I/C within a lead of 30 m.from foundation trenches. DSR-2023, 2.1.1
61.04
6260
102.57
Providing and laying Cement concrete 1:4:8 (1cement : 4 coarse sand :8 graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. DSR-2023, 4.1.8
20.35
109506
5381.16
Class-150 brick work in 1:6 cement and COARSE sand mortar in foundation and plinth including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work. DSR-2023 6.1.2
21.58
121584
5634.14
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). DSR-2023, 16.69
36.99
295639
7992.43
BITUMINOUS ROAD
-
-
-
Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per technical specification clause 301.4. MORD 301.4 (3.1)
640
14080
22
Providing and laying bituminous concrete with higher capacity hot mix plant 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 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. 507 complete in all respects 507(B)
96
1140480
11880
SIGNAGE BOARDS
-
-
-
Providing Retro-reflective regulatory sign board of size 900 mm dia metre made out of 2 mm thick aluminum sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge. Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminum sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminum sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer-in-charge. DSR 16.61
16
103064
6441.55
M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in charge. DSR 16.59
-
-
-
Mandatory/Regulatory sign boards of 900 mm diametre with support length of 3750 mm. DSR 16.59.1
8
45396
5674.51
Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm. DSR 16.59.2
10
43919
4391.94
ROAD
-
-
-
Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per technical specification clause-401. S/R
147.75
560711
3795
Providing and laying spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base / base course one well prepared surface and compacting with vibratory roller to achieve the desired density. (S/R)
197
819520
4160
Providing and applying primer coat with bitumen emulsion (slowe setting) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (S/R)
985
18715
19
Providing and applying tack coat with bitumen (Vg-10) pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. Both wheeled Roller 8 - 10 tonne capacity, finished to required level and grades. (S/R)
985
10539
10.7
Providing and laying bituminous macadam (B.M.) with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @3.30%, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (S/R)
86.68
333718
3850
Semi-Dense Bituminous Concrete (S.D.B.C.) (Using Water Plastic) providing and laying Semi-Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5 per cent mix to work at site as per MORTH & H specification clause No. 508 complete in all respects(Reducing Bituminous Quantity by 8% and replacing it by Plastic wastage as per IRC : SP: 98-2013) (S/R)
56.65
251809
4445
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