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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.7 LAccepted-AOC | L1 | Accepted-AOC BEING LOWEST | |
| 2 | L2₹16.8 L+₹88,248.90 (5.53%)Rejected-Finance 32 FATEH ENCLAVE OFFICERS ENCLAVE PHASE II PATIALA 147001 PB | PATIALA | PATIALA | PUNJAB | 147001 | L2 | Rejected-Finance NOT BEING LOWEST | |
| 3 | L3₹18.0 L+₹2.0 L (12.7%)Rejected-Finance H NO 597 SEONA ROAD RANJIT NAGAR PATIALA PB 147001 | PATIALA | PATIALA | PUNJAB | 147001 | L3 | Rejected-Finance NOT BEING LOWEST | |
| 4 | L4₹18.5 L+₹2.5 L (15.9%)Rejected-Finance | L4 | Rejected-Finance NOT BEING LOWEST | |
| 5 | L5₹19.3 L+₹3.4 L (21.2%)Rejected-Finance 852 EKTA VIHAR 1 C NEAR ANAND NAGAR 9 B PATIALA 147001 | PATIALA | PATIALA | PUNJAB | 147001 | L5 | Rejected-Finance NOT BEING LOWEST |
Tender Value
Refer Docs
EMD Value
₹55,580
Closing Date
23 Sept 2024, 6:00 pmClosed
LT COL SANDEEP KUMAR
GE NORTH PATIALA MILITARY ENGINEER SERVICES SANGRUR ROAD PATIALA CANTT
REPAIR/REPLACEMENT AND MAINT OF EXTERNAL WATER SUPPLY LINES (GI/HDPE) OF ZONE A AND B IN OLD CANTT AREA AT PATIALA MIL STN UNDER GE(N) PATIALA
2024_MES_669760_1
GE (N)/TOKEN-48/2024-2025
Open Tender
Civil Works
Item Rate
180 days
PATIALA
AS PER TENDER DOCUMENTS
9 documents required · 9 mandatory
₹500
GE NORTH PATIALA
₹55,580
Yes
23 Oct 2024
2 Sept 2024
25 Sept 2024
2 Sept 2024
23 Sept 2024
16 Sept 2024
Amount
Excavation in trenches for taking out, laying of pipes not exc 1.5 mtr wide and not exc 1.5 mtr in depth and getting out in soft/loose soil complete all as specified and directed.
Returning filling in trenches, including spreading, levelling, watering and well ramming in layers not exc. 25 cm complete all as directed. (Surplus soil if any shall not be removed but left proud over the trench)
Taking up or down steel water tubing / thin walled Flexible Quite coupling galvanised steel /ZRW/HFW pipe of 15 mm bore from trenches or walls etc. complete all as specified and directed. (Excavation and earth work shall be measured and paid separately).
All as per item No 3 above but of 20 mm bore.
All as per item No 3 above but of 25 mm bore.
All as per item No 3 above but of 40 mm bore.
All as per item No 3 above but of 50 mm bore.
All as per item No 3 above but of 80/100 mm bore.
Relaying, jointing and testing serviceable GI tubing 15 mm bore as retrieved here-in-before in any length including cleaning, cutting, necessary fittings, laid in trenches or fixed to wall, floor complete all as specified and directed by Engineer in Charge. (Excavation & earth work shall be measured and paid separately).
All as per item No 9 above but of 20 mm bore.
All as per item No 9 above but of 25 mm bore.
All as per item No 9above but of 40 mm bore.
All as per item No 9 above but of 50 mm bore.
Supply and fix in replacement Galvanized steel water tubing, medium grade of pipe 15mm bore , screwed and socketed joints with and including all required fittings as in trenches, floors, on walls etc complete all as directed
All as per item No 14 above but of pipe 20mm bore
All as per item No 14 above but of pipe 25mm bore
All as per item No 14 above but of pipe 40mm bore
All as per item No 14 above but of pipe 50mm bore
All as per item No 14 above but of pipe 80mm bore
All as per item No 14 above but of pipe 100mm bore Note for ser item No 13 to 20 :- (a) In case diversion of pipe line reqd due to bldg, stone road, under tree and any other reason sch of credit will not be deducted. (b) If any new connection reqd upto a length of 20 to 30 mtr extra contractor will not claim for any credit.
M&L for laying and butt jointing HDPE pipe 110 mm outer dia, PE 80, 6 Kg/Sqcm grade having pressure rating of PH 6 as per (IS-4984) of 1995, ISI marked complete with fitting and special as directed by Engineer in Charge including taking down old pipe.
All as per item No 21 above but of size 50 mm outer dia
All as per item No 21 above but of size 40 mm outer dia
S&F HDPE TEE 110mm x 110mm x 110mm in existing pipe line (HDPE) pipe, PE 80, 6 Kg/Sqcm grade complete all as specified and directed by Engineer in Charge.
S&F HDPE bend 110mm @ 20 Kg/Sqcm in existing pipe line (HDPE) pipe, PE 80, 6 Kg/Sqcm grade complete all as specified and directed by Engineer in Charge.
S&F HDPE Reducer 110mm x 50mm in existing pipe line (HDPE) pipe, PE 80, 6 Kg/Sqcm grade complete all as specified and directed by Engineer in Charge.
S&F HDPE Reducer 50mm x 40mm in existing pipe line (HDPE) pipe, PE 80, 6 Kg/Sqcm grade complete all as specified and directed by Engineer in Charge.
Supply and fix in replacement gun metal glove or gate valve heavy duty ISI marked class-1 with iron wheel head, screwed both ends for iron pipe of 15mm bore complete all as specified and directed by Engineer in Charge.
All as per item No 28 above but Pipe of 20mm bore
All as per item No 28 above but Pipe of 25mm bore
All as per item No 28 above but Pipe of 40mm bore
All as per item No 28 above but Pipe of 50mm bore
Supply and fix in replacement Stop valves, cast copper alloy,screwed down,high pressure,with crutch or butterfly handle,screwed both ends for iron pipe of 15mm bore complete all as specified and as directed by Engr-in-charge.
All as per item No 33 above but Pipe of 20mm bore
M & L for constructing of brick masonary pits of internal dimensions 0.9 mtr x 0.9 mtr x0.9 mtrs ( bottom PCC floor of the pit should be minimum 30 cms below the bottom surface of sluice valve flange to provide sufficient working space) , bottom floor of the pit be constructed in PCC (1:3:6) 15 cms thick with 20 mm stone aggregate, inner and exposed surfaces and bottom floor of the pit should be plastered in CM (1:4) 15 MM thick. The sluice valve and other fittings should be housed in center of the pit. the vertices of the pit should in right angle and champhered .The top cover of the pit will be made out of MS sheet min 3.15 mm thick witth angle iron frame made out of MS angle 40mm x40 mmx 5 mm with galvanised steel hindges two nos ,and locking arrangements duly painted with two coats of water resistant synthetic enamelled paint over one coat of red oxide complete all as specified and as directed by Engr-in-charge
M & L for constructing of brick masonary pits of internal dimensions 0.6mtr x 0.6mtr x0.6 mtrs ( bottom PCC floor of the pit should be minimum 30 cms below the bottom surface of sluice valve flange to provide sufficient working space) , bottom floor of the pit be constructed in PCC (1:3:6) 15 cms thick with 20 mm stone aggregate, inner and exposed surfaces and bottom floor of the pit should be plastered in CM (1:4) 15 MM thick. The sluice valve and other fittings should be housed in center of the pit. the vertices of the pit should in right angle and champhered .The top cover of the pit will be made out of MS sheet min 3.15 mm thick witth angle iron frame made out of MS angle 40mm x40 mmx 5 mm with galvanised steel hindges two nos ,and locking arrangements duly painted with two coats of water resistant synthetic enamelled paint over one coat of red oxide complete all as specified and as directed by Engr-in-charge..
M & L for PCC Type C-1 1:3:6 (20mm graded stone aggregate) as in repair to road filling of road cutting in laying pipes etc complete all as specified and directed
Boring of holes under Road/Hard Standing for passing of water pipe line upto 200 mm bore by trenchless technology using ultra sound technique and necessary machine complete all as specified and directed by Engr-in-charge.
Supply and fix in repair PTMT Bib Tap size 20mm bore any colour high pressure screwed for iron pipe and fixed with nipple/ elbow and socket if required complete all as specified and directed by Engr-in-Charge.
SWAMI ENGINEERS (BID ID -3101679)
Jawandha Enterprises (BID ID -3107916)
AR CONSTRUCTIONS (BID ID -3106855)
Arneja Builders (BID ID -3098023)
MAHESH KUMAR SINGLA CONTRACTOR (BID ID -3107399)
M/S Mukesh Kumar Gupta (BID ID -3108461)
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