Department Of Agriculture Tender
View complete overview of Chandigarh DoA Tender
Department Of Agriculture - DoA Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date30 Jan 2024
Closing Date5 Feb 2024
Tender Amount₹ 11,44,564
Costs
EMD
₹ 25,000Document Cost
₹ 1,000Tender Fee
₹ 1,351
Summary
Roof Top Rain Water Harvesting Project At Soil Conservation Complex Project For Roof Top Recharging Structure
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_DOA_116575_1Bid Award Id
ViewTender No
DSWC/DSCO/MOHALI-12/23-24Tender Authority
Department Of Agriculture ViewPurchaser Address
-Website
http://eproc.punjab.gov.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
Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS:12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.: 200 mm nominal size dia.
72
184710
2565.43
Supplying at site of gravel of 1/16" to1/8" sizes including pouring and packing in the annular space between the pipes assembly and the bore.The gravel should be free from, dust,dirt, or the vegetable manner as per IS 4097/1967 with latest amendments (to be paid as per actual length of pipe) (Net Qty)
4.4
7317
1663
Total Cost (A) (say)
-
265349
-
Cost of Civil Work in Construction of Collection, Siltation and Filtration Tanks and conveyance system of pipes for collection and filtration of rain water for recharging
-
-
-
Dismentling of Cement Concrete 1:2:4 for connecting strom pipe with main collectiong pipe
5.28
7207
1365
Taking out existing CC interlocking paverblocks from footpath/ central verge/ pavement, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
13.42
1435
107
Re-laying of interlocking paver blocks after laying of pipes
6.66
891
134
Earthwork in Foundation
-
-
-
Earth work in excavation of trenches for pvc pipes with manual labour
28.34
5157
182
Earth work in foundation for trench (Siltation Chamber) with hydraulic excavator
11.89
404
34
Earth work in foundation for trench (Filtration Chamber)with hydraulic excavator
6.01
204
34
Earth work in foundation for Borewell connection with Filteration tank
10.4
353
34
Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.
-
-
-
160mm o/d PVC pipe of 2.5 Kgf. /sq. cm ( Main Line)
245
104962
428.42
PVC pipe o/d 110 mm (4 kg/cm2) (For Connecting drain pipe with main line)
51
15941
312.57
Supplying, fixing and jointing PVC pipe's specials (tee, bend, socket, reducers, clamps etc) complete as desired by Engineer-in Charge. For pipe lines laid inside habitation (5% Extra will be taken for the respective i/d of pipe. In item 5a and 5b))
-
6045
-
Cement concrete 1:6:12 with stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type
0.92
3026
3290
Cement concrete 1:2:4 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type
5.91
27599
4670
First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth
4.91
25085
5109
12.5 mm thick cement plaster 1:4
17.57
3320
189
Providing and fixing M.S. angle iron 40x40x6mm chowkhat/frames including iron hold fasts butt hinges fixed in position, finished with red lead non setting primer complete in all respect for cover door frames and filter media retaining frames
145.11
12914
89
Providing and fixing 14 gauge MS sheet doors with 40mm x 40mm x 6mm angle iron frame with diagonal braces 3.15mm gusset plates including locking arrangement with handles etc. complete in respects for four cover doors (6 ft x 3ft each)
6.66
25974
3900
Iron grated doors, including pintle hinges & arrangements for filter media retaining doors (size 6 ft x 6ft each) suitable to retain gravel filter pack with 1/16" to1/8" particle sizes
0.84
7543
8980
TOTAL COST (B) (Say)
-
248067
-
COST OF CONSTRUCTION OF HOUDHIS
-
-
-
Particulars
-
-
-
Excavation for Houdis
0.77
140
182
C:C 1:6:12 with stone ballast
0.06
219
3664
Cement Concrete 1:2:4 with Stone Agrregate 20mm Nominal Size
0.03
140
4670
First class Brick work 1:4 (Foundation)
0.19
970
5109
Plaster 12.5mm thick in 1:4
1.56
294
189
RCC Chamber cover
0.04
236
5902
Reinforcement 12mm dia bar @150 c/c (4 Main and 4 distribution bars)weight of steel bars (weight factor of 12 mm steel bars@ 0.890 kg/mts)
0.04
276
6426
TOTAL COST FOR ONE HOUDI (B) (Say)
-
2278
-
Total Cost for Two Houdis
2
4556
2278
Item
-
-
-
Carriage of Sand
-
-
-
0-50 km
4.62
2424
524.73
Less Intial 5 km Carriage
4.62
-901
195.17
Net Carriage
-
1522
-
Carriage of Bajri+Gravel of 1/16" to1/8"+Gatka (40 mm) (Cum)
-
-
-
0-50 km
524.73
5572
10.62
Less Intial 5 km Carriage
195.17
-2072
10.62
Net Carriage
-
3499
-
ADD 5.35% GST DEFRENECE (FOR ITEM A-D)
-
27980
-
TOTAL COST (A-D)
-
550974
-
Particulars
-
-
-
Cost of Construction of Two Recharging Borewells (200 mm PVC case pipe)
-
-
-
All types of Soils 300 mm dia.for two borewells for 30 meter depth each.
58
28628
493.6
Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818-2010, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer – incharge.: 200 mm nominal size dia.
12
22867
1905.6
Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS:12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.: 200 mm nominal size dia.
48
129728
2702.68
Supplying at site of gravel of 1/16" to1/8" sizes including pouring and packing in the annular space between the pipes assembly and the bore.The gravel should be free from, dust,dirt, or the vegetable manner as per IS 4097/1967 with latest amendments (to be paid as per actual length of pipe) (Net Qty)
3.4
5956
1751.97
Total Cost (A) (say) as per estimate sanctioned
-
187180
-
Cost of Civil Work in Construction of Collection, Siltation and Filtration Tanks and conveyance system of pipes for collection and filtration of rain water for recharging
-
-
-
Taking out existing CC interlocking paverblocks from footpath/ central verge/ pavement, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
7
789
112.72
Re-laying of interlocking paver blocks after laying of pipes
2
282
141.17
Earthwork in Foundation
-
-
-
Earth work in excavation of trenches for pvc pipes with manual labour,collection tank, Siltation chamber, filtration chamber
23.29
834
35.82
Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.
-
-
-
160mm o/d PVC pipe of 2.5 Kgf. /sq. cm ( Main Line)
216
97489
451.34
PVC pipe o/d 110 mm (4 kg/cm2) (For Connecting drain pipe with main line)
41
13500
329.29
Supplying, fixing and jointing PVC pipe's specials (tee, bend, socket, reducers, clamps etc) complete as desired by Engineer-in Charge. For pipe lines laid inside habitation (5% Extra will be taken for the respective i/d of pipe. In item 5a and 5b))
-
5549
-
Cement concrete 1:6:12 with stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type
1.25
4332
3466.02
Cement concrete 1:2:4 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type
1.01
4969
4919.85
First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth
10.34
55653
5382.33
12.5 mm thick cement plaster 1:4
39.14
7793
199.11
Providing and fixing M.S. angle iron 40x40x6mm chowkhat/frames including iron hold fasts butt hinges fixed in position, finished with red lead non setting primer complete in all respect for cover door frames and filter media retaining frames
145.11
13605
93.76
Providing and fixing 14 gauge MS sheet doors with 40mm x 40mm x 6mm angle iron frame with diagonal braces 3.15mm gusset plates including locking arrangement with handles etc. complete in respects for four cover doors (6 ft x 3ft each)
6.66
27363
4108.65
Iron grated doors, including pintle hinges & arrangements for filter media retaining doors (size 6 ft x 6ft each) suitable to retain gravel filter pack with 1/16" to1/8" particle sizes
0.84
7946
9460.43
TOTAL COST (B) (Say) as per estimate
-
240110
-
COST OF CONSTRUCTION OF HOUDHIS
-
-
-
Particulars
-
-
-
Excavation for Houdis
0.77
140
182
C:C 1:6:12 with stone ballast
0.06
219
3664
Cement Concrete 1:2:4 with Stone Agrregate 20mm Nominal Size
0.03
140
4670
First class Brick work 1:4 (Foundation)
0.23
1154
5109
Plaster 12.5mm thick in 1:4
1.56
294
189
RCC Chamber cover
0.04
236
5902
Reinforcement 12mm dia bar @150 c/c (4 Main and 4 distribution bars)weight of steel bars (weight factor of 12 mm steel bars@ 0.890 kg/mts)
0.04
276
6426
Total
-
2461
-
ADD 5.35% GST DEFRENECE
-
2593
-
TOTAL COST FOR ONE HOUDI (C) (Say) as per sanctioned estimate
-
2590
-
Item
-
-
-
Carriage of Sand
-
-
-
0-55 km
545.69
2406
4.41
Less Intial 5 km Carriage
195.17
-860
4.41
Net Carriage
-
1545
-
Carriage of Bajri+Gravel of 1/16" to1/8"+Gatka (40 mm) (Cum)
-
-
-
0-55 km
545.69
3077
5.64
Less Intial 5 km Carriage
195.17
-1100
5.64
Net Carriage
-
1976
-
ADD 5.35% GST DEFRENECE
-
3711
-
TOTAL COST for ( D) Say as per estimate
-
3710
-
GRAND TOTAL COST (A-D)
-
433590
-
Particulars
-
-
-
Earthwork in Foundation
-
-
-
For Circular wall (for tank foundation)
0.87
166
191.74
Earth Filling
-
-
-
Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres (for tank foundation base).
2.08
138
66.37
Cement concrete 1:8:16 with stone aggregate 40mm gauge mixing by manual means
0.17
539
3176
First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth
1.52
8027
5281
Cement concrete 1:2:4 with stone ballast or shingle mixing by manual means
0.77
3697
4801.85
12.5 mm thick cement plaster 1:5
6.03
1149
190.68
Total Cost (A) (say)
-
13719
-
INSTALLATION OF WATER STOREAGE TANK AND ALLIED SANITARY INSTALLATION WORK
-
-
-
Providing & placing in position on terrace (at all floor levels) HDPE water storage tanks of approved make (to the approval of Engineer - in-charge) with cover with suitable locking arrangement and making necessary holes for inlet, outlet and over flo pipes but without fittings and base support for tank.-Triple Layer Tanks (10000 lts)-
10000
113800
11.38
Providing and fixing in position G.I. Tank Nipple of approved make (to the approval of Engineer-in-charge) in PVC Water storage tanks complete in all respect. (G.I. tank nipple 20mm i/d)
2
248
124.42
Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) BClass, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete. (20mm i/d)
24
6532
272.2
Providing, fixing and jointing Brass Ball valves screwed with SS/BRASS ball & spindle & Teflon seats, on G.I. Pipe lines including all carriages complete (20mm i/d Brass Ball valves)
2
713
356.75
Providing and fixing in position automatic brass Ball Cock in tanks. (Brass Ball Cock with rod and
Plastic Ball) (20 MM)
1
604
604.87
Total Cost (A) (say)
-
121900
-
SUPPLY AND INSTALLATION OF DOMESTIC WATER BOOSTER PUMP AND ALLIED ELECTRICAL WORK
-
-
-
Providing and installing in position of domestic water pressure boosting pump of approved make (To the approval of Engineer-in-charge) including all pump accessaries but excluding cost of G.I pipe & specials complete in all respects.)
-
-
-
Pressure pump of 1.0 HP with 3300 LPH, 50meter head with C.I pump & 19 litre capacity Tank
1
21532
21532.77
PVC INSULATED FR COPPER CONDUCTOR CABLES: Supply and erection of PVC insulated FR single core Unsheathed copper conductor cable (ISI marked) suitable upto 1100 volts grade confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by the Engineer-in-charge:-
-
-
-
Overall size 1.5 sq.mm (Un-sheathed)
60
1479
24.65
Supply & erection of PVC Conduit Pipes (ISI marked) as per IS9537:Part-III & HDPE pipes (ISI marked) as per IS:4984:1995 for wiring purposes including bends, junction boxes, Steel hooks, M.S. saddle clamps and other petty materials etc., as per PWD General Specifications:-Heavy Gauge PVC Conduit Pipe 20mm dia. (on surface)
30
1416
47.2
TOTAL©
-
24427
-
TOTAL COST (A-C)
-
160046
-
SAY
-
160000
-
G.Total
-
1144564
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements