Command Area Development Authority Tender
Search from over 12139+ business opportunities that have been announced from the biggest Mahatenders, e tender Maharashtra, Maharashtra government tenders, and the Online Tender Notices posted on Maharashtra e tenders till date. Find opportunities that have come in from the multiple corporations, Maharashtra government departments, State PSUs, and Private companies from the state.
Command Area Development Authority - CADA Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date14 Mar 2024
Closing Date26 Mar 2024
Tender Amount₹ 4,10,38,868
Costs
EMD
₹ 2,05,194Document Cost
₹ 2,360Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_CCCA_1035087_1Bid Award Id
ViewTender No
etender/Notice 3/ Third Call/2023-24Tender Authority
Command Area Development Authority ViewPurchaser Address
-Website
http://http://cadaharyana.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
I No 3 : - Removing wet silt from canal bed with15 mtr. Lead and all lift including depositing the excavated stuff etc. Complete as directed.
828.75
84242
101.65
I No 4 : - Providing casing embankment using selected pervious material from approved borrow areas (government aquired land) in layers of including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor etc., complete with lead upto1 km & lift upto 6 m.
17036.1
4237729
248.75
I No 5 : - Providing and constructing 450 mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, hand, machinary, packing / wedging stone chips, finishing etc. complete with lead upto 1 km and all lifts as directed. (Relaying Existing Stone Pitching)
11588
567232
48.95
I No 6 : - Providing and fixing RCC Boundary/ Guard/ Chainage blocks of size 75x20x20cm including excavation and fixing in a block of 45x45x45 cm in M15 Concrete with oil painting of two coats, lettering etc. complete as Directed. ( height of stone above GL 40 cm.)
60
53589
893.15
I No 7 : - Providing and fixing 50 mm. dia. medium class G. I. pipe gate with wicket gate of approved drawing with all fixtures and fittings in two leaves with strong hold fast embedded in c. c. block at top and bottom with locking arrangement including cutting, bending, making holes and with one coat of primer etc. complete.
18
150381
8354.5
PART 2
-
-
-
I No 8 : - Cleaning grass and removal of rubbish upto a distance of 50 meters outside the periphery of the area as directed.
15425
71726
4.65
I No 9 : - Excavation in all kinds of soil including boulders upto 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drains / catch water drains etc., and placing the excavated stuff neatly in dump area or for formation of service road / embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead upto 1 km and lift upto 6 m.
2520.9
276794
109.8
I No 10 : - Chipping of all loose and Spalling of concrete to bottom of slab, beams etc.(wherever required), cleaning of reinforcement, carrying out thorough sand blasting, application of anti-corrosive zinc rich epoxy primer to exposed reinforcement including cost of material, labour, equipment, tools, scaffolding etc. complete.
1660.99
995763
599.5
I No 11 : - Providig and fixing wleded mesh fabric for guniting of mesh size75mm x 75mm and 10 guage thick including scaffolding etc.complete
1660.99
2051820
1235.3
I No 12 : - Providing & applying structural grade epoxy approved bond coat prior to application of any type of mortar confirming to IS codes or equivalent to ensure bond between old concrete & new concrete by brush application etc complete.
1660.99
1463498
881.1
I No 13 : - Providing and fixing carbon fiber anchor including drilling hole in the base concrete fixing the anchor using epoxy 50X55 system spreading the anchor fibers in star pattern including appication of saturant etc. complete.
1661
993942
598.4
I No 14 : - Guniting by dry mix process as per IS 9012 (1978) to the vertical surface (other than column) in C.M.1:3, 20 mm thick under pressure of 2.1 kg to 2.8 kg per sq.cm. including forms, scaffolding, floating the surface curing for 14 days etc. complete ( excluding reinforcement)
1559.69
1177409
754.9
I No 15 : - Providing and laying in situ cement concrete of grade M-20 of trap/granite/gneiss/quartzite/graded metal for RCC works of abutment, wing walls, returns, transition walls, piers, columns, beams and slabs, diaphragm walls, road slabs trough (Box Culvert) trough for aqueduct, wearing coat, etc..with Batching Plant and Transit mixer including centering, shuttering, scaffolding, placing, compacting, curing etc. complete with all lifts as directed. (a) M-20 (20 MSA) (Cement 6.60 bags/Cum) i) For Abutment, wing walls, returns, transition walls
24.73
191901
7759.85
I No 16 : - Providing hearting embankment using selected impervious material available directly from excavation in layers including cost of all materials, machinery, labour, all other operations such as collection of material, spreading material in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor etc., complete with lead upto1 km and all lifts as directed.
1268.35
142499
112.35
I No 17 : - Back filling up to ground level behind the canal structures etc. complete (without royalty) with suitable material of approved quality in layers not exceeding 20 cm without disturbing the structure etc. complete as directed.
1252.55
77307
61.72
I No 18 : - Labour charges for removing grass, thorny shurbs, Jungli shurb, Kubabul and alike grass along and in the drain/canal making the ground clean by showel and phavaras etc. complete as Directed.
11250
186075
16.54
I No 19 : - Providing and constructing 450 mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, hand, machinary, packing / wedging stone chips, finishing etc. complete with lead upto 1 km and all lifts as directed. (Relaying Existing Stone Pitching)
10470
512506
48.95
PART 3
-
-
-
I No 20 : - Providing and fixing gauge plate of FRP sheet very sturdy both sides, gel coat finish composite material, sandwich with MS strip by contact moulding process, engraved moulded band width and figures with computerised gauge marking with reflective radium pasting, spray lamination with poly urethane chemical for surface protection including material reqd for fixing, nut bolts, washers, Nylonrope, hanger, drilling machine etc. complete as directed.
5.01
149280
29796.5
PART 4
-
-
-
I No 21 : - Cleaning grass and removal of rubbish upto a distance of 50 meters outside the periphery of the area as directed.
5489.1
27994
5.1
I No 22 : - Dismantling R.C.C. works and removing the stuff to a distance of 15 m and all lifts including stacking etc.complete as directed.
3.87
1934
499.8
I No 23 : - Excavation in all kinds of soil including boulders upto 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drains / catch water drains etc., and placing the excavated stuff neatly in dump area or for formation of service road / embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead upto 1 km and lift upto 6 m.
4456.03
533163
119.65
I No 24 : - Chipping of all loose and Spalling of concrete to bottom of slab, beams etc.(wherever required), cleaning of reinforcement, carrying out thorough sand blasting, application of anti-corrosive zinc rich epoxy primer to exposed reinforcement including cost of material, labour, equipment, tools, scaffolding etc. complete.
5384.55
3521495
654
I No 25 : - Providig and fixing wleded mesh fabric for guniting of mesh size75mm x 75mm and 10 guage thick including scaffolding etc.complete
5384.55
7256219
1347.6
I No 26 : - Providing & applying structural grade epoxy approved bond coat prior to application of any type of mortar confirming to IS codes or equivalent to ensure bond between old concrete & new concrete by brush application etc complete.
5384.55
5175629
961.2
I No 27 : - Providing and fixing carbon fiber anchor including drilling hole in the base concrete fixing the anchor using epoxy 50X55 system spreading the anchor fibers in star pattern including appication of saturant etc. complete.
5385
3515328
652.8
I No 28 : - Guniting by dry mix process as per IS 9012 (1978) to ceiling sofit etc. in C.M.1:3, 20 mm thick under pressure of 2.1 kg to 2.8 kg per sq. cm including forms, scaffolding, floating the surface, curing for 14 days etc. complete (Excluding reinforcement)
1215.31
1035201
851.8
I No 29 : - Guniting by dry mix process as per IS 9012 (1978) to the vertical surface (other than column) in C.M.1:3, 20 mm thick under pressure of 2.1 kg to 2.8 kg per sq.cm. including forms, scaffolding, floating the surface curing for 14 days etc. complete ( excluding reinforcement)
4169.22
3421053
820.55
I No 30 : - Providing and laying in situ cement concrete of grade M-20 of trap/granite/gneiss/quartzite/graded metal for RCC works of abutment, wing walls, returns, transition walls, piers, columns, beams and slabs, diaphragm walls, road slabs trough (Box Culvert) trough for aqueduct, wearing coat, etc..with Batching Plant and Transit mixer including centering, shuttering, scaffolding, placing, compacting, curing etc. complete with all lifts as directed. (a) M-20 (20 MSA) (Cement 6.60 bags/Cum) vii) Trough for aqueduct
98.63
1231893
12490.05
I No 31 : - Supplying, Drilling/Cleaning hole and injecting chemical. Application to be designed separately for Rebars as Simply Supported, Momentor Splice Connection as per EC2/TR023 or relevant tested and accepted rebar guidelines. The chemical should have ET Aapproval for seismic rebar as a minimum qualifying criterion. Drilling hole with double flute type drill bits or hollow drill bits to the required depth by rotary hammer drill, cleaning with brush and jet of clean air, filling resin and hardener using serrated nozzle to eliminate mixingerr or with standard HDEA22 battery dispenser along with piston plug. The installation and the setting instructions should be strictly followed as per the manufacturer‘s recommendations. The adequate diameter and embedment of rebars to be decided as per PROFIS Rebar Software & the report to be submitted to the project manager / design engineer for approval. Scanning before drilling to be done to avoid hitting existing rebars. Re 500 -12 mm dia 240mm depth
554
359656
649.2
I No 32 : - Providing and fixing in position TMT-FE-500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete as directed.
0.25
23025
92102.85
I No 33 : - Providing cohesive non-swelling (CNS) material lining to canals using selected material from approved borrow area including cost of all materials, machinery, labour, spreading soil in layers of thickness not more than 150 mm including providing 20 cm or so (perpendicular to side slope) of extra pride ,removing pride just prior to the placement of lining, breaking clods, watering, compacting to density control of not lessthan 95 percent or as stipulated, dressing to required profile etc., complete with lead upto1 km and all lifts as directed.
215.62
83035
385.1
I No 34 : - Providing and laying in situ M-15 (20 MSA) (28 days cube compressive strength not less than 15N/sqmm) grade cement concrete with clean, hard, graded aggregates for canal lining for side and bed including cost of all materials, machinery, labour, cleaning with batching plant and transit mixer placing in position, finishing with all slope of canal including scaffolding, formwork, compaction, curing, by cutting grooves, filling with sealing compound and providing porous plugs, preparation of sub grade etc. complete with all lifts etc. complete as directed. (a) For Bed Lining (Cement 5.64 bags/Cum)
13.4
93827
7002.02
I No 35 : - Providing and laying in situ M-15 (20 MSA) (28 days cube compressive strength not less than 15N/sqmm) grade cement concrete with clean, hard, graded aggregates for canal lining for side and bed including cost of all materials, machinery, labour, cleaning with batching plant and transit mixer placing in position, finishing with all slope of canal including scaffolding, formwork, compaction, curing, by cutting grooves, filling with sealing compound and providing porous plugs, preparation of sub grade etc. complete with all lifts etc. complete as directed. (b)(i) For Side Lining with curing compound (Cement 5.64 bags/Cum)
38.82
288503
7431.82
I No 36 : - Providing and laying polythene film of 031 properly manufactured from 100% virgin granules confirming to I.S. 2508-1984 with 1.5 to 2.5 m. package in rolls/ as per specifications.(A) 200 microns
466.24
33476
71.8
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements