Delhi Jal Board Tender
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Delhi Jal Board - DJB Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date22 Nov 2024
Closing Soon29 Nov 2024
Tender Amount₹ 12,77,415
Costs
EMD
₹ 25,600Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_DJB_265154_1Tender No
NIT No.32/3/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
44.87
1698
76209.45
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
25
916
22912.5
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
25
160
4022.5
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.
10
469
4690
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.
45
764
34402.5
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.
60
936
56193
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)
37.96
6882
261240.72
Extra for laying brick work in or under foul position.
37.96
385
14624.09
12 mm cement plaster of mix :
1:4 (1 cement: 4 coarse sand)
143.78
307
44176.41
Neat cement punning
143.78
67
9748.28
15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand)
264.09
354
93619.9
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
8.5
73
623.47
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
91
1830
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
10.5
81
851.55
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
8.5
342
2911.25
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
8.5
48
409.7
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
10.5
695
7304.85
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
10.5
70
736.05
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 for all lift.
91.93
161
14855.89
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.
26.32
1004
26430.54
Carrige of material by mechanical transport i/c loadind,unloading, and stacking lead upto 5 Km. Manure or sludge
26.32
236
6212.57
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
70
1177
82418
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.
65
1565
101751
Fixing of SFRC manhole covered and frame,560mm dia EHD-35
135
67
9112.5
Repairing & Shifting the house water connection i/c G.I. Fittings such as elbow, nipples, sockets, unions, etc. and complete in all respect.
10
699
6995.5
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 For pipes 250 to 300 mm diameter
4
785
3143.6
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.
191.79
196
37648.38
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
2.5
8599
21498.75
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)
19.19
7365
141337.23
Carrige of material by mechanical transport i/c loadind,unloading, and stacking lead upto 5 Km. Building Rubbish
117.64
217
25546.7
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