Lucknow Development Authority Tender
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Lucknow Development Authority - LDA Tender
Eprocure
Opening Date13 Jan 2021
Closing Date21 Jan 2021
Tender AmountRefer Documents
Costs
EMD
₹ 72,500Document Cost
₹ 1,475Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2021_LDAUP_545512_1Bid Award Id
ViewTender No
41/E-TENDER/CE/2020-21/05Tender Authority
Lucknow Development Authority ViewPurchaser Address
-Website
http://http://www.ldalucknow.co.in/
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Documents
CG CITY YOJNA KE NORTH BHAAG ME BHUKHAND NUMBER D-10 ANS D-8 KE MADHYA MISSING LINK SADAK KA NIRMAD KARYA
CG CITY YOJNA KE NORTH BHAAG ME BHUKHAND NUMBER D-10 ANS D-8 KE MADHYA MISSING LINK SADAK KA NIRMAD KARYA
CG CITY YOJNA KE NORTH BHAAG ME BHUKHAND NUMBER D-10 ANS D-8 KE MADHYA MISSING LINK SADAK KA NIRMAD KARYA
BOQ Items
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Earth work in embankment machanically compacted to 95% proctor density in ordinary soil excavation to be done form of reular pits not exceeding 1/2 M in depth and work embankment to be in 20 cm. layers including ramming and dressing pulveerzation the surface to required levels and slopes and also including 1.5 M. litf and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M. distance as directed by the Engineer-in-charge including supply of roller and water required for proper completion of the work as per M.O.T. specification No.301, 2.1(Labour only)
(Sanctioned Rate)
619
-
15.8
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Construction of Granular Sub-Base (GSB) 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. (GSB-1) (LDA SOR RSN-5)(Sanctioned Rate)
90
-
3795
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Providing, 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 on well prepared surface and compacting with vibratory roller to achieve the desired density. (as per Clause 406) (LDA SOR RSN-6)
90
-
4160
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Providing and applying Primer coat with Emulsion (S.S.) on prepared surface of granular base. Including cleanning of road surface and spraying primer @ 0.60 kg./sqm. Using mechanical means. (as per MORTH Specification - 503) (A.R.)
360
-
20.3
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Cleaning of existing painted surface and laying premix 2 cm. (3/4") thick over a tack coat with graded approved grit and bitumen including heating the paint to the required temperature and mixing including cartage of materials, maintenance of side patries and watering them during operation for proper completion of work.(A.R.)
360
-
144
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Earth-work in excavation in foundation in ordinary soil (Loan clay or sand) including lift upto 1.5 m. lead upto 50 m. and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer i/c within a lead of 50 m. S.I.No.251
26
-
120
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Providing and laying in cement concrete 1:4:8 (1 cement:4 coarse sand:8gradedstone aggregate 20 mm. nominal size) and curing complete, including cost of formwork in foundation and floors.3 PWD SOR SI No. 281 (2019-20)
8
-
6480
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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 1:2:4 in Lighter Beam i.e. having spans upto 6 meters excluding supply of reinforcement and its binding but including its fixing and binding the same 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 T & P etc. required for proper completion of the work. Binding wire cost being included in this Item.
PWD SOR SI No. 285 (2019-20)
10
-
8740
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Mild steel or plain work of small sizes and sections such as columns ,beams ,slab gratings etc., (when not included in an over all rates) wrought to required form, including supply of steel wire ,Nail, bolts, nuts and wastage etc and their fixing required for proper completion of the work. PWD SOR SI No. 504 (2019-20)
8
-
7030
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Construction of Catch basin size (0.50x0.45x0.60)m in 1:3 cement & coarse sand 0.23 m th brick work in wall & 12 mm. th. Plaster in inner & outer side of chember with (1:4:8) cement ,coarse sand & 20 mm size stone grit base concrete 15 cm.tick complete in all respect including all material ,labour & T & P as per direction of Engineer incharge.(A.R.)
8
-
3917
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P/F Precast RCC grating with frame 500x450 mm size including all material, labour T & P etc. required for proper completion of work.Item as per DSR code 7380=(620+10% labour)+10% CP (Deduction 4% Vat)(DSR 2019)
8
-
750.2
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P/L of PVC pipe160 mm dia (6 kg pressure) ISI Make.
PWD SOR 2019-20 (dated18.07-2019)
27
-
542
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Providing or laying at or near ground level factory made precast saucer drain block stone of M-25 grade cement concrete in position to the required line, level & curvature jointed with cement morter 1:3 (1 cement : 3 coarse sand ), including making joints with or without grooves ( thickness of joints except at sharp curve shall not more than 5 mm), 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 kerb stone shall be approved by Engineer-in-charge.Based on DSR 16.69 (Analysis Rate detail attached)
160
-
252
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Making connection of drain with existing Nala wall including breaking into & making good the walls,floors with cement concrete 1:2:4 cement concrete mix (1 cement:2 concrete:4 graded stone aggregate 20 mm nominal size ) cement plastered on both sides with cement morter 1 :3 finished with floating coat of neat cement and making necessary channels for the drain etc. complete for pipe 100 to 250 mm dia. as per DAR 2019 (19.21.1)
8
-
541.2
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Excavation for depth below ground level for laying sewers, manholes, gully pits, chambers, sump etc. in ordinary soil (earth sand, loam and clay) including cutting of joints pits, trimming, dressing, levelling, refiling of trenches in 20 cm layers watering and ramming the same including removal of surplus earth or other dismantled materials upto a distance of 50 m from the centre of trenches.
-
-
-
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0.00 - 1.50M (LDA SOR 18)
120
-
163
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Providing and laying cement concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40mm nominal size) all-round S.W. pipes including bed concrete as per standard design.
-
-
-
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250mm dia RCC pipe DAR 19 (19.2.4.1.)
80
-
1169.15
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Providing and laying non-pressure NP2 class (light pipes with collars jointed with stiff mixture of cement mortar in theduty) R.C.C.proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
-
-
-
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250 mm DAR 19 (19.6.3)
80
-
654.86
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Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4 coarse sand), in side cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :
-
-
-
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0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately):
-
-
-
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With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DAR 19 19.9.1.1)
4
-
9581
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With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DAR 19 19.10.1)
2
-
5597.2
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