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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAccepted-AOC | L1 | Accepted-AOC Lowest Bidder L1 | |
| 2 | L2₹5.4 L+₹1,423.95 (0.27%)Rejected-AOC | L2 | Rejected-AOC Highest Bidder |
Tender Value
₹5.4 L
EMD Value
₹10,868
Closing Date
25 May 2020, 12:00 pmClosed
Executive Engineer -cum- Chairman GPWSC
Chairman GPWSC Village Ghawaddi, Block Dehlon, District Ludhiana through Executive Engineer, Water Supply and Sanitation Division No.2, Partap Chowk, Metro Road, Ludhiana.
Providing improved access to water through household connections in existing Water Supply Scheme Ghawaddi, Block Dehlon, District Ludhiana. (Under PRWSSIP Sub Component 2a(i))
2020_WB_47746_1
No.2058-60 Dt.18.05.2020 (Ghawaddi-2)
Open Tender
Civil Works
Item Rate
60 days
Ludhiana
Please refer Tender documents.
8 documents required · 8 mandatory
₹100
TIA
₹10,868
17 Jun 2020
19 May 2020
25 May 2020
19 May 2020
25 May 2020
19 May 2020
Amount
Providing Installing, Testing & Commissioning one No. Electronically actuated, Diaphragm Operated, Metering System, Chemical Dosing Chlorinator suitable for delivering 0.5 to 6 Liters of Bleaching powder solution/ Sodium Hypo Solution per hour under maximum delivery pressure upto 7 kg cm2 and suction lift not less than 1.5 m, as per DWSS standard specifications.
Providing & Fixing of Automated Water Controller complete in all respect.
Providing Household connection laying, Jointing, fixing, testing MDPE pipes (as approved by Engineer-in Charge) including cosst of excavation, C.I. bib cock as IS:210 with stainless steel spindle 20mm o/d MDPE pipe 4.50 mtr (2.50mtr MDPE & 2.00 mtr G.I. Vertical Pipe ) 3" i/d uPVC clamps, GM ferrule ISI marked connection of 15mm i/d ferrule medium, specials such as tees, bends, sockets, elbows, nipples (100 mm & 150mm) union couplins, G.I. Hooks etc Gun metal peet valve (heavy pattern) woth hand wheels on MDPE pipeline laid in the ground or inside building, cutting, treading, making hole inwall Complete in all respect.
On Existing Pipe Line
Construction of Masonary Sluice Valve Chamber excluding sluice valve cover as per standard design & drawings of public health department.
0.60mtr. x 0.60 mtr.
Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze (gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing, testing & cost of Nut, Bolt & insertion sheet, all carriage complete (with the approval of Engineer - in - charge)
Development of Water Works
Providing & fixing G.I. Barbed wire 3 ply fencing around the head works site in three rows complete in all respects including cost of winding wire & aluminum painting complete in all respects as per standard Drawing D-6 & 8 (as per Analysis A-6)
Providing & fixing angle iron pickets with angle 40mm x40mm x 6mm including cost of concrete block & painting complete in all respects as per standard Drawing D-8 & (as per Analysis A-6).
Providing & fixing D.Hook complete with MS Bolts size 300mm x 18mm as per standard Drawing D-7 & Analysis A-7
Construction of brick masonry corner pillar including cost of cement pointing including cost of material complete in all respects as per standard Drawing D-3 & Analysis A-3.
Construction of Cement Concrete, Foot Path with masonry toe wall & earth filling inside water works as per standard Drawing D-7 & Analysis A-10.
Repair of OHSR (150000 Ltr OHSR) Expansion Joint and Plinth Protection
Repair of Expansion Joint (150 mm)
Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation
Cement concrete 1:8:16 with 40 mm gauge stone aggregate to be used instead of brick ballast.
First class Burnt Brick work laid in cement sand mortar 1:5 in foundation and plinth
1st Step :- 22/7 x 4.275 x 0.34 x 0.15 = 0.69
2nd Step :- 22/7 x 4.275 x 0.23 x 0.46 = 1.42
Total = 2.11
12.5mm Thick cement plaster 1:4
Earth Filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cum layers including ramming, watering and consolidating upto 30 meters.
Carriage of sand for earth filing a lead of 5 kms. Qty. as per Sr. No. 5- Sr. No. 1
Loading and unloading of sand
Qty. as per Sr. No. 5 – Sr. No. 1
Cement concrete 1:8:16 with 40 mm gauge stone aggregate to be used instead of brick ballast.
Conglomerate floor 40mm cement concrete topping 1:2:4
Finishing wall with exterior decorative cement based paint such as snowcem robbiacem etc. on new work in two coats to give even shade.
Repair of Pump Chamber 3.70x4.30
Hollock wood doors shutter windows shutter including hinges, screws, Chocks Cleats, Stops and Cords etc. complete fixed in position (double Leaf) @ paneled glazed or glazed and paneled
windows 1x3x0.50x0.60=0.90 sq mtr
Distempering with dry distemper of approved manufacture two coats over one priming coat to give an even shade
Long wall 4.30x3x2x2 =51.60 Sqm
Short wall 3.70x3x2x2 =44.40 Sqm.
Top 3.70x4.30 = 15.91 Sqm.
Conglomerate floor 50mm thick cement concrete rate 1:2:4 on 100mm thick cement concrete 1:8:16 and 100 mm sand filling.
Painting of Sign Board Complete in all respect.
Onkar Infrastructure
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