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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.9 LAccepted-AOC | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹22.4 L+₹4.7 L (26.4%)Rejected-Finance | L2 | Rejected-Finance Other than lowest bidder | |
| 3 | L3₹22.8 L+₹5.0 L (28.1%)Rejected-Finance | L3 | Rejected-Finance Other than lowest bidder | |
| 4 | L4₹23.0 L+₹5.2 L (29.3%)Rejected-Finance 186 GANDHI MARKET AMBALA CANTT 133001 | AMBALA CANTT | AMBALA | HARYANA | 133001 | L4 | Rejected-Finance Other than lowest bidder |
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
16 Mar 2022, 6:00 pmClosed
GE UTILITY
GE UTILITY AMBALA CANTT 133001
REPAIR MAINTENANCE OF EXTERNAL WATER PIPE LINE SYSTEM AND CONNECTED MISC ITEMS IN SECTOR B UNDER GE UTILITY AMBALA CANTT
2022_MES_504353_2
CA No GE U AMB 61 OF 2021 22
Open Tender
Civil Works
Item Rate
240 days
GE UTILITY AMBALA CANTT
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
Yes
GE UTILITY AMBALA CANTT
₹50,000
Yes
8 Apr 2022
23 Feb 2022
18 Mar 2022
23 Feb 2022
16 Mar 2022
2 Mar 2022
23 Feb 2022 - 27 Feb 2022
Amount
Excavation in trenches not exc 1.50 metre wide not exc 1.50 metre deep in soft/ loose soil for laying of pipe line and getting out complete all as specified and directed by Engineer-in-Charge.
Returning filling in, including spreading leveling, watering and well ramming in layers not exc 25 cm all as specified and as directed by Engineer in Charge.
Removal of excavated soil surplus to the requirement to a distance n.exc 50 mtr and depositing where directed at a level n.exc 1.5 mtr above the starting point
Taking up/down CI/GI pipes with connection from trenches incl connected fittings/accessories complete of 300 mm bore and removing the U/S pipes from site all as directed.
All as per Ser Item No.4.00 above but of 200 mm bore.
All as per Ser Item No 4.00 above but of 150 mm bore.
All as per Ser Item No 4.00 above but of 100/80 mm bore.
Supply and laying Centrifugally Cast (Spun) Ductile Iron Pressure Pipes with Spigot & Socket end, Class K-9 300 mm bore conforming to IS: 8329/2000 and suitable for (push-on) rubber gasket jointing with centrifugally applied inside cement mortar lining as per IS: 455:1989 and external Metallic Zinc Coating as per annex A of IS 8329 with finishing layer of Bitumen coating as per Annex C of IS: 8329 complete all as specified and directed.
All as per Ser Item No 8.00 above but of 200 mm bore.
All as per Ser Item No 8.00 above but of 150 mm bore.
All as per Ser Item No 8.00 here in before but of 100 mm bore.
Supply and fix in replacement Cast iron sluice valve 150 mm dia, flanged ends, stem (spindle) of SS (forged) and check nut of gun Metal, PN rating 1.6, working parts conforming to IS :14846, and flanged ends having drilling as per IS:1538 including taking down old unserviceable sluice valve complete all as specified and directed by Engr-in-Charge.
Description all as per Ser Item No 12.00 above but 100 mm bore.
Description all as per Ser Item No 12.00 above but 80 mm bore.
Supply and fixing cast iron fitting or ductile iron for spigot and socket /flanged pipe such as bends (any type radius and angle) tapers any type ( straight, bends, increasing, decreasing or double socket etc) Tee pieces single branch, 'Y' junction, double branch , cross collers , caps and plugs upto 300 mm bore complete all as directed by Engineer-in-Charge
Supply and laying in replacement 150 bore Centrifugally Cast (Spun) Ductile Iron Pressure Pipes with Flanged end, Class K-9 conforming to IS: 8329/2000 and suitable for rubber gasket jointing incl nuts bolts with centrifugally applied inside cement mortar lining as per IS: 455:1989 and external Metallic Zinc Coating as per annex A of IS 8329 with finishing layer of Bitumen coating as per Annex C of IS: 8329 complete all as specified and directed by Engineer-in-Charge.
All as per Ser ltem No 16.00 above but of 100 mm bore.
Demolition of Cement Concrete(unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) or under the over head tank/road cutting etc complete all as specified and directed.
M & L broken stone or boulders hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface all specified and directed.
M & L 75 mm thick PCC 1:4:8 type D2 (using 40 mm graded crushed stone aggregate) as in path or against cutting of road etc including form work complete all as specified and directed by Engineer-in-Charge.
Taking up/down steel tubing connection from trenches incl connected fittings/accessories complete of following sizes for re use of serviceable pipes and removing the U/S pipes from site 80 mm bore.
All as per Ser Item No 21.00 but of 50 mm bore
All as per Ser Item No 21.00 but of 40 mm bore
All as per Ser Item No 21.00 but of 25 mm bore
All as per Ser Item No 21.00 but of 20 mm bore
Supply, fixing & testing, on wall or laid under floor GI pipe 25mm medium grade ISI marked with all fittings complete all as specified.
All as per Ser Item No 26.00 above but 20 mm bore.
Supply, laying & testing in trenches GI pipe medium grade ISI marked with all fittings complete all as specified for 80 mm bore.
All as per Ser Item No 28.00 above but 50 mm bore.
All as per Ser Item No 28.00 above but 40 mm bore.
All as per Ser Item No 28.00 here in before but of 25 mm bore.
All as per Ser Item No 28.00 here in before but of 20 mm bore.
Supply and fixing in replacement gun metal gate valve ISI marked with iron wheel screwed down high pressure screwed both ends for iron pipe of size 50mm bore including fixing nipple, union or fitting as per site requirement complete all as specified and directed by Engineer-in-Charge.
Description all as per Ser Item No 33.00 above but 40mm bore.
Description all as per Ser Item No 33.00 above but 25mm bore.
Description all as per Ser Item No 33.00 above but 20mm bore.
S & F in replacement Butterfly Valve lever operated conforming to IS 13095 of size upto 150 mm dia PN 1.6, connected with two end flanges, nut-bolts rubber gasket etc complete all as specified and directed.
S & F in replacement of PVC float valve 20mm dia high pressure with polythene float and fly nut and with one GI socket 20mm and conncetd items complete all as specified and directed.
Description all as per Ser Item No 38.00 above but 15 mm bore.
M & L brick masonary valve pit of size 900 x 900 x 900mm internal dimension with one brick thick wall with two nos. of RCC slab cover of siutable size with handle to lift atleast 75mm thick having provision of valve key slot , earth work and PCC in foundation (1:3:6) Type C2 using 40mm graded stone aggregete 150 mm thick, PCC in coping on top (1:2:4),Type B1 using 20mm graded stone agregate 100mm thick including rendering 15mm thick in cm 1:4 on internal surfaces and exposed surfaces above GL and two coat of white wash on exposed surfaces on external wall above ground level incl demolition of old unserviceable existing one complete all as specified and directed by Engineer-in-Charge. Note: RCC slab rate are inclusive in the rates.
Description all as per Ser Item No 40.00 above but size 1200 x 1200 x 1200 mm.
Demolition of brick work built in cement mortar incl all quoins, arches, pillars, in any situation etc complete all as specified and directed by Engineer-in-Charge.
Taking down cement plaster from brick wall including raking out joints ,hacking for key scrubbing down with water complete all as specified and directed by Engineer-in-Charge.
Material and labour brick work with sub class 'B' bricks straight or curved on plan exc 6 m mean radius built in CM 1:6 complete all as specified and directed by Engineer-in-Charge.
Material and labour 15 mm thick cement plaster in cement mortar 1:4 on fair faces of brick walls or concrete external surfaces finished even & smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge.
Repacking stuffing box of sluice valve spindle including taking apart and reassembling of size 80 to 300mm bore size all as specified and directed by the Engineer-in-Charge.
Taking out sluice valves refacing, regrinding and refixing including replacement of spindle, check nut complete assembly and make serviceable of size 80 to 150mm bore size all as specified and directed by the Engineer-in-Charge.
Maintenance and repair to water supply lines to remove leakage/blockage for GI pipe line of 15mm to 80mm dia including dewatering and necessary excavation returning/filling or cutting, chasing and making of disturbed surfaces as per existing specification and replacing worn out GI pipe max upto 2 mtrs long including cutting threading and replacement of requisite fittings as socket, union, tees, long screwes nipple, hexa nipple, reducer etc complete all as specified and directed by Engineer-in-Charge.
Maintenance and repair to leakage/blockage of water supply CI/DI pipe line of 80 mm to 300 dia size including necessary excavation required for taking out burning out lead joint or damaged rubber ring/hole from position and making the disturbed surfaces as per existing specification after replacing new spun yarn and lead joint or Tyton joint/D-joint or necessary fitting required as per site and making the pipe line leak proof completly to the entire satisfaction of Engineer-in-Charge. Note Leakage on OHTs vertical pipes and under ground pipes are also included in this item
Note:- Amount of credit of Rs. 281600.00 for retrieved materials is mentioned in Schedule of Credit attached in tender documents in pdf form which will be deducted offline while acceptance of tender.
MAHESH GAUR AND CO.
M/S M S BUILDER AND CONTRACTORS
M/S Sonu Traders
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