Delhi Jal Board Tender

Earth work in excavation by mechanical/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m for all lift. disposed earth to be levelled and neatly dressed.

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

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, includir carriage of pipes & fitting from site stacks to the place of laying etc. as per direction of engineer-in-chare. 300 mm dia

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.

"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"

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.

Providing leak proof rocka in 150mm to 300mm dia running sewer lines with gunny bags i/c removal of the same after completion of the work

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.

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)

Extra for laying brick work in or under foul position.

12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)

Neat cement punning

15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand)

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

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

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

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

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

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

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

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.

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.

Carrige of material by mechanical transport i/c loadind,unloading, and stacking lead upto 5 Km. Manure or sludge

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.

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

Fixing of SFRC manhole covered and frame,560mm dia EHD-35

Repairing & Shifting the house water connection i/c G.I. Fittings such as elbow, nipples, sockets, unions, etc. and complete in all respect.

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.

Providing and laying C.C. pavement of mix M-25 withready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement.

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.

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)

Carrige of material by mechanical transport i/c loadind,unloading, and stacking lead upto 5 Km. Building Rubbish