Directorate Of Urban Local Bodies Tender
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Directorate Of Urban Local Bodies - DOLBU Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date17 Jan 2025
Closing Date10 Feb 2025
Tender Amount₹ 33,86,354.41 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 3,39,000Document Cost
₹ 3,840Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_DOLBU_994150_3Tender No
879/PW/SFC/2024-25 Dated 16.01.2025Tender Authority
Directorate Of Urban Local Bodies ViewPurchaser Address
-Website
http://http://localbodies.up.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete.As per DSR-2.27
24.79
1546
38325.34
... More
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).As per DSR-4.1.8
15.19
4960
75342.4
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse).As per DSR-6.1.1
49.47
5366
265456.02
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12mm thick plaster on brick work with 1part of cement and 4 part of find sand of 1.25 fineness modulus.As per DSR-13.1.1
1152
252
290304
... More
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): 3 graded stone aggregate 20 mm nominal size)As per DSR-5.1.2
64.2
7900
507180
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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 :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)As per DSR-5.1.2
12.51
7900
98829
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Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns.As per DSR-4.3.1
530.09
285
151075.65
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Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars.As per DSR-5.22.1
54.3
7700
418110
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Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.As per DSR-10.1
7933.8
67
531564.6
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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 .As per DSR-16.70.1
765
741
566865
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Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm).As per DSR-13.44.1
1152
85
97920
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Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable methodprescribed in IS: 2800 (part I), including collecting samples from different strata,preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. DSR - 23.1.1.1
70
515
36050
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Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized 150 mm dia PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.DSR - 23.3.2
70
577
40390
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Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.DSR - 23.6
3.71
1120
4155.2
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Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. DSR 23.12
6
790
4740
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5 HP 9 Stage Submersible Pump of ISI mark With automatic panel.
1
45000
45000
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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.40 mm nominal dia Pipes As per DSR-18.7.5
100
510
51000
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Providing and fixing gun metal non- return valve of approved quality (screwed end) :40 mm nominal bore Horizontal.As per DSR-18.19.3
2
690
1380
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Providing and fixing 50 mm nominal dia Pipes Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.As per DSR No.-18.9. 6
50
578
28900
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Providing and fixing 50 mm nominal bore gun metal gate valve with C.I. wheel of approved quality (screwed end) :As per DSR No.-18.17. 4
15
747
11205
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Retro Reflective Sheetingtype -IV with 4 mm thick ACM Single Side
Providing and fixingof reflective signs with a corrisions ressistant 4 mm thick with 0.4 mm to 0.5 mm both sidealuminium skin Aluminium composite pannel…etc as per lucknow circle SI no.10 Morth-801
4.8
4949
23755.2
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