Delhi Jal Board Tender
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Delhi Jal Board - DJB Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date13 Apr 2022
Closing Date26 Apr 2022
Tender Amount₹ 49,15,252
Costs
EMD
₹ 98,400Document Cost
₹ 500Tender Fee
Refer Documents
Summary
Nit No. 02/2/ee(t)/ace(m)7/(2022-23)
Description
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Contact
Tender Id
2022_DJB_220580_1Bid Award Id
ViewTender No
NIT No. 02/2/EE(T)/ACE(M)7/(2022-23)Tender Authority
Delhi Jal Board ViewPurchaser Address
-Website
http://govtprocurement.delhi.gov.in
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Documents
BOQ Items
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Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. In cement mortar.
4.04
-
1698.45
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Demolishing dry brick pitching in floors, drains etc. including stacking serviceable material and disposal of unserviceable material within 50metres lead:
2.84
-
1086.45
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Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
24.45
-
286.85
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Extra for every additional lift of 1.5 m or part there of in excavation/ banking excavated or stacked materials : All kind of soil.
10
-
104.5
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Providing leak proof rocka's in 150mm to 300mm dia running sewr line with earth filled in empty cement (PVC) bags including removal of the same after completion of the work.
4
-
764.5
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Hire charges of pump set for pumping out water capacity @ 4000 litres/hour i/c cost of service of operating staff and supply of lubricanting oil complete as directed by Engineer in charge.(700+1%+15%+ GST +1%)
50.63
-
936.55
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Desilting of open naala (based on bucket system) in running and under foul condition for depth not exceeding 1.5 mtr i/c removal of stone, brick bats, garbage, silt etc and staking the same on the bank of Naala at a distance upto 50mtr from the center of nalllah as per CPWD specification complete and lift up to 1.5 mtr
Covered Nallah
15.2
-
1339.15
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Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
10
-
2928.1
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Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineerin-charge.
8
-
947.1
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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 sand)
4.04
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6882
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Providing and supplying of class SN8 structured wall polyethylene piping systems (pipe with on line/ off line coupler and elastomeric sealing ring ) with non smooth external annular corrugated and smooth internal surfaces (double wall) for non- pressure underground sewerage and drainage application as confirm to IS 16098(part -II ):2013 including all local and central taxes, transportation , freight charges, octroi, inspection charges, loading , unloading , conveyance to the departmental stores/ the locations of site of work. 400mm internal diameter.
15
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1712.55
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Lowering , Laying and jointing of class SN8 structured wall (External Annular Corrugated and Smooth Internal Surface ) polyethylene piping and fitting with the help of Coupler (online/ offline) attached with one end of 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 and alignment , testing the water tightness of the jonts , ensuring the continuity test of specified pipe segment etc. complete as per drawing, specification and detailed engineering ,including carriage of pipes and fitting from site stacks to the place of laying etc. as per direction of Engineer- In- Charge. 400mm internal diameter
15
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210.35
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Construction of brick masonry circular manhole 3'-00" internal dia (0.91m) at bottom and 1'-10" (0.56m) dia at top, depth upto IL 3'0"or 0.91 mtr.Built in brick work with extruded burnt sewer bricks (in FPS size) confirming to IS-4885-1988 in curved on plan in cement mortar 1:4 (1Cement : 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 agg. 40 mm n/s) i/c 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 agg. 20 mm n/s) and 12mm thick cement plaster both inside and out side with cement mortar 1:4 (1Cement :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 agg. 20 mm n/s) all complete as per departmental drawing and as directed by Engineer-In-Charge.
1
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10775.6
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Extra per meter depth of 3'-0" dia or 0.91 m dia internal circular manhole beyond in 3'-0" or 0.91m up to IL 5'6" or 1.67m depth built in brickwork (in FPS size) with extruded burnt sewer brick confirming to IS 4885-1988 in curved in cement moratr 1:4 (1 cement : 4 Coarse sand) 12mm thick cement plaster both inside and out side 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 drawings and as directed by Engineer-In-Charge.
0.69
-
8195
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Constructing brick masonry circular manhole 4`-0" dia or 1.22 m internal dia at bottom and 1`10`` or 0.56 m dia at top,depth upto I.L 5'-6"or 1.67m.Built in brick work with extruded burntSewer Bricks in FPS sizes confirming to IS -4885-1988 in curved on plan in cement mortar 1:4(1C:4C.S)excluding excavation,but including 12`` or (0.30m)thick foundation concrete 1:3:6(1C:3C.S:6 graded stone aggregate 40mm nominal size) including fixing S.F.R.C manhole cover and frame (heavy duty) 560 mm dia internal fixed in cement concrete 1:2:4(1C:2C.S:4 graded stone aggregate 20mm nominal size) and 12 mm thick plaster to be finished with a floating coat of neat cement.Making necessary channel in cement concrete 1:2:4(1C:2C.S:4graded stone aggregate 20mm nominalsize) all complete as per departmental drawings and as directed by Engeer-in-charge. Note:- (i)Cost of manhole frame and cover shall be paid seperately. (ii) Cost of providing and fixing of plastic encapsulated foot rest shall be separately.
1
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22576.65
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Extra per mtr. Depth of 4’-0” or 1.22 meter circular manhole beyond 5'-6" or 1.67 meter and up to I.L 7'-6" 2.28 m in brick work extruded burnt sewer brick (in FPS size) confirming IS 4885-1988. curved in c.m 1:4 (1c:4 c.s) 12mm thick both inside and outside with c.m 1:4 (1c.:4 c.s) and inside plaster to be finished with a floating coat of neat cement and all complete as per departmental drawings and as directed by the Engineer:-in-charge. Note : Cost of providing and fixing of plastic encapsulated footrest will be paid seprately.
0.43
-
10228.45
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Construction of bundh with filled up earth in empty (PVC) cement bags (Excluding cost of earth which will be available at site of work ) i/c stiching/stacking placing in position and removing the same etc i/c the cost of empty (PVC) cement bags complete
500
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20.55
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Dewatering of pits or ground by dewatering pumps inclusive of all consumables, diesel, oil, petrol, & Lublicants etc and dispisal of water in all types of soils
96
-
300
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Providing orange colour sefety 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 mm x 25 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 projectioins 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 manufacture's permanent identification mark to be visible even after fixing,including fixing in manholes with 30 x 20 x 15 cm cement concrete block 1:3:6 (1 cement :3 coarse sand :6 graded stone aggregate 20 mm nominal size) complete as per design:
4
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487.1
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Supplying and stacking at site precast concrete manhole cover with steel fibre of ISI mark confirming to I.S.:12592 Part-I of EHD-35 with matching frame of class EHD-35 I.S. 12592 Part-II with 875 mm external dia and clear 560mm internal dia. 880 + 1% W/C +GST+15%+1%
2
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1565.4
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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 450mm diameter
1
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1134.65
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Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates
and similar works
1500
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142.3
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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
50
-
111.95
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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.
50
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93.05
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12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand)
20
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307.25
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15 mm cement plaster on rough side of single or half brick wall of mix :1:4 (1 cement: 4 coarse sand)
20
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354.5
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Neat cement punning
20
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67.8
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Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick
20
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766.55
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Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and
cantilevers
20
-
608.35
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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
0.57
-
10719.3
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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.Cold twisted bars
68.4
-
89.65
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Welding by gas or electric plant including transportation of plant at site etc. complete.
100
-
3.4
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m .
41.05
-
253.95
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Carriage of material by mechanical transport including loading, unloading and stacking: Building rubbish upto 5kms.
10.26
-
217.16
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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.
19.16
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196.3
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Providing and laying C.C. pavement of mix M-25 with ready 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 and as per specifications and direction 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).
3.83
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8277.55
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Carriage of material by mechanical transport including loading,unloading and stacking lead upto 5 km actual lead will be paid Manure or Sludge
15.2
-
236.04
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Extra for laing brick work in or under foul position
4.04
-
385.25
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Constructing masonry Chamber 90x90x100 cm inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) With common burnt clay FPS (non modular)bricks of class designation 7.5
1
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17577.9
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Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket : 400 mm dia pipes
4
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579.4
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Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : Excluding excise duty component 400 mm dia Ductile Iron Class K-7 pipes
3
-
4525.25
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Providing and fixing C.I. sluice valves (with cap) complete with bolts,nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 400mm dia
1
-
99925.4
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Hiring of Hydraulic Excavator(3D) with driver and fuel i/e cost of services of operating staff cost of lubricating oil diesel/petrol kerosene oil etc.
1
-
9365.55
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Hiring and Running charges of Diesel Generator 62.5 KVA
1
-
4826.3
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand)
2
-
8512.1
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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) : 8 graded stone aggregate 40 mm nominal size)
1
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6326.05
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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).
2
-
9375.2
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Providing/ supply SS 304 Slide gates shall conform to ANSI/AWWA C -561, Gate shall be Manually operated using a bevel gear box SiZE Sluice gate size 2200/1600mm
RS 2810000+18%GST+2.00% freight charge
1
-
3372000
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Fixing of SS 304 Sluice Gate shall conform to ANSI/AWWA C -561 1410000@20% Rs. 2810000/-
Sluice gate size 2200x1600mm
1
-
562000
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Plugging of the existing sewer line and Manhole with 2 Nos. MS sheet 6 mm thick with angle iron frame and braces shutters to be shuttled with wooden struts and filling the manhole with empty cement(PVC) bags filled up with earth up to suitable depth to avoid leakage of the sewerage on the u/s side to be pumped with suitable nos. and capacity of pumps, till the work is completed so as to keep reduce the pressure to be required extent to the plugged manhole. Necessary arrangement to be made for pumping of any leakage noticed in the manhole or to re-plug it is case of heavy leakage. The steel shutters and the earth filled PVC cement bags shall be removed after the completion of work and then the manhole shall be desalted. (b)1400mm dia
2
-
64346.05
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