Delhi Jal Board Tender
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Delhi Jal Board - DJB Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date19 Sep 2024
Closing Date1 Oct 2024
Tender Amount₹ 40,10,132
Costs
EMD
₹ 80,300Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_DJB_262472_1Bid Award Id
ViewTender No
NIT No.17/1/EE(T)M-7(2024-25)Tender Authority
Delhi Jal Board ViewPurchaser Address
-Website
http://govtprocurement.delhi.gov.in
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Documents
BOQ Items
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar
121.83
206922
1698.45
Providing and supplying of class SN8 structured wall polyethylene piping systems (pipe with online / offline coupler and elastomeric sealing ring) with non-smooth External Annular Corrugated and Smooth Internal surfaces (Double Wall) for non-pressure underground sewerage& drainage application as per EN:13476-3/IS 16098 (Part-2) 2013 including all local and central taxes, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to the departmental stores etc. complete. 300 mm dia
30
27495
916.5
Lowering, laying and jointing of class SN8 structure wall (External Annular Corrugated & Smooth Internal surface) Polyethylene piping and pipes, sliding over the elastomeric sealing rubber ring placed on the specified valley of the corrugation at the spigot end, lowering the same into the trench, laying on the lower bedding (constructed at bottom of trenches) at prescribed gradient, depth & alignment, testing the water tightness of the joints, ensuring the continuity tests of specified pipe segments etc. complete as per drawing, specifications & detailed enginerring, cicluding carriage of pipes & fitting from site stacks to the place of laying etc. as per direction of engineer-in-chare. 300 mm dia
30
4827
160.9
Construction brick masonry circular manhole 3'00" internal dia. (0.91m) at bottom and 1?10? (0.56m) dia. at top depth up to 3 ft. or 0.91m. Built in brick work with extruded burnt sewer bricks conforming to IS-4885-1988 in curved on plan in cement mortar 1:4 (1 cement: 4 coarse sand) excluding excavation but including 9? or 0.23m thick foundation concrete 1:3:6 ( 1 cement: 3 coarse sand :6 graded stone aggregate 40mm nominal size) including fixing SFRC manhole cover and frame (Heavy Duty) 560mm internal dia. fixed in cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size ) and 12mm thick plaster both inside and outside with cement mortar 1:4 (1 cement:4 coarse sand ) and inside plaster to be finished with a floating coat of neat cement. Making necessary channel in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) All complete as departmental drawing and as directed by Engineer-in-Charge. NOTE: 1. Cement required 2.68 Qtl/Each 2. Cost of manhole frame and cover shall be paid separately.
25
269390
10775.6
"Extra per meter depth of 3'00" dia. Or 0.91 m. internal circular manhole beyond 3?0?or0.91 m up to 5?6? or 1.67m depth built in brick work with extruded burnt sewer bricks conforming to IS 4885:1988 in curved on plan in cement mortar 1:4 (1 cement : 4 Coarse sand) 12mm thick cement plaster both inside and outside with cement mortar 1:4 (1 Cement : 4 Coarse sand) and inside plaster to be finished with a floating coat of neat cement and all complete as per departmental drawing and as directed by Engineer-in-Charge. NOTE 1. Cement required 1.35 Qtl/meter depth
2. Cost of providing and fixing plastic encapsulated footrest will be paid separately"
7.5
61462
8195
Constructing brick masonry circular manhole 1.22m internal dia at bottom and 0.56m dia at top, depth upto 1.67m built in brick work with extruded burnt sewer bricksconferming to IS 4885-1988 in curved on plan in cement mortar 1:4 (1 cement :4 coarse sand),excluding excavation,but including 0.300m thick foundation concrete 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size),including fixing S.F.R.C. cover and frame (heavy duty),560mm internal diameter fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and 12 mm thick plaster both inside and outside with cement moratr 1:4 (1 cement : 4coarse sand) and inside plaster to be finished with a floating coat of neat cement. Making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) all complete as per departmantel drawings and as directed by Engineer in charge
10
225766
22576.65
Extra per m depth of 1.22m internal circular man hole beyond 1.67m to 2.28m depth built in brick with extruded burnt sewer bricksconferming to IS 4885-1988in curved on plan in cement mortar 1:4 (1 cement :4 coarse sand), 12 mm thick plaster both inside and outside with cement moratr 1:4 (1 cement : 4coarse sand) and inside plaster to be finished with a floating coat of neat cement all complete as per departmantel drawings and as directed by Engineer in charge
3
30685
10228.45
Constructing brick masonry circular manhole 1.52m internal dia at bottom and 0.56m dia at top, depth upto 2.28m built in brick work with extruded burnt sewer bricksconferming to IS 4885-1988 in curved on plan in cement mortar 1:4 (1 cement :4 coarse sand),excluding excavation,but including 0.300m thick foundation concrete 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size),including fixing S.F.R.C. cover and frame (heavy duty),560mm internal diameter fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and 12 mm thick plaster both inside and outside with cement moratr 1:4 (1 cement : 4coarse sand) and inside plaster to be finished with a floating coat of neat cement. Making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) all complete as per departmantel drawings and as directed by Engineer in charge
3
151771
50590.55
Extra per m depth of 1.52m internal circular man hole beyond 2.28m and upto 4.16m depth built in brick with extruded burnt sewer bricksconferming to IS 4885-1988in curved on plan in cement mortar 1:4 (1 cement :4 coarse sand), 12 mm thick plaster both inside and outside with cement moratr 1:4 (1 cement : 4coarse sand) and inside plaster to be finished with a floating coat of neat cement all complete as per departmantel drawings and as directed by Engineer in charge. Beyond 7' 6" or 2.28m upto IL 13' 8" or 4.16m. 2.28 m to 4.16 m depth
0.9
20100
22334.3
Supply stacking and laying of stone soling i/c packing with smal stones and consolidating of binding material mooram, earth etc complete ( payment to be made for quantity of only stone soling used after deduction of voids excluding building material)
6.76
16113
2383.6
Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS : 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 0x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
105
49245
469
Providing leak proof Roka in 150 mm dia to 300 mm dia running sewer line with earth filledin empty cement (PVC) bags i/c removal of the same after completion of work.
50
38225
764.5
Pumping out water by providing pump set of 3636.8 Ltr/Hr for working period of 8 hour per day i/c cost of pumps,labour and lubricants &watch and ward etc.
100
93655
936.55
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 sand)
106.6
733621
6882
Extra for laying brick work in or under foul position.
106.6
41067
385.25
12 mm cement plaster of mix :
1:4 (1 cement: 4 coarse sand)
315.92
97066
307.25
Neat cement punning
315.92
21419
67.8
15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand)
555.64
196974
354.5
Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps : 100 mm diameter
20
1467
73.35
Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps : 250 mm diameter
20
1430
71.5
Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps : 150 mm diameter
22
1784
81.1
Providing and Supplying of UPVC pipes (SN-8) of the following diameters as per IS 15325 (amended up to date) including GST, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental store / location of site of work complete as per specified and directed by Engineer-in-charge. 110mm diameter
20
6850
342.5
Lowering,laying and jointing of PVC-U pipes by suitable adhesives, etc. in trenches including testing of joints, etc. complete as per drawing, specification and detailed engineering as per direction of Engineer-In-Charge. 110mm diameter
20
964
48.2
Providing and Supplying of UPVC pipes (SN-8) of the following diameters as per IS 15325 (amended up to date) including GST, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental store / location of site of work complete as per specified and directed by Engineer-in-charge. 160mm diameter
22
15305
695.7
Lowering,laying and jointing of PVC-U pipes by suitable adhesives, etc. in trenches including testing of joints, etc. complete as per drawing, specification and detailed engineering as per direction of Engineer-In-Charge. 160mm diameter
22
1542
70.1
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
529.81
85617
161.6
Desilting of sewer line based on bucket system in running and under foul condition fo depth not exceeding 1.50 mtr. including removal of stone brick bats, Garbage, Silt etc. and stacking the same on the bank of sewer manhole line at a distance upto 50 mtr. from centre of sewer line as per CPWD specifications.Complete and lift upto 1.50 mtr.
52.65
52871
1004.2
Carrige of material by mechanical transport i/c loadind,unloading, and stacking lead upto 5 Km. Manure or sludge
52.65
12427
236.04
Supply and Stacking at site precast concrete manhole cover with steel fiber of ISI mark conferming to IS 12592 part 1 of EHD-35 with matching frame of class EHD-35, IS 12592 part II with 875 mm external dia and clear 560 mm internal dia.
123
192544
1565.4
Supplying and stacking at site precast concrete manhole cover with steel fibre of ISI mark conforming to IS;12592 PART-I of HD-20 with matching frame of class HD-20 IS 12592 PART-II & EHD with 875mm external dia. and clear 560mm internal dia
300
353220
1177.4
Fixing of SFRC manhole covered and frame,560mm dia EHD-35
385
25987
67.5
Repairing & Shifting the house water connection i/c G.I. Fittings such as elbow, nipples, sockets, unions, etc. and complete in all respect.
15
10493
699.55
Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 250 to 300 mm diameter.
2
1571
785.9
Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in-charge.
557.71
109478
196.3
Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. All works upto plinth level: - Concrete of M25 grade with minimum cement content of 300 kg /cum
3
25798
8599.5
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
52.78
388732
7365.15
Carrige of material by mechanical transport i/c loadind,unloading, and stacking lead upto 5 Km. Building Rubbish
227.06
49308
217.16
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