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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-AOC 121004 | ₹3.9 L Quoted ₹4.0 L | L1 | Accepted-AOC being L1 |
| 2 | L2₹4.2 L+₹24,570 (6.17%)Rejected-AOC DOOR NO IV 400 NEAR RAMANTHALI GHSS RAMANTHALI PO KANNUR 670308 | KANNUR | KERALA | 670308 | ₹4.2 L+₹24,570 (6.17%) | L2 | Rejected-AOC being L2 |
| 3 | L3₹4.6 L+₹65,000 (16.3%)Rejected-AOC 0 0 BASANT AVENUE PHASE II PUNJAB GURDASPUR PUNJAB 143505 | GURDASPUR | PUNJAB | 143505 | ₹4.6 L+₹65,000 (16.3%) | L3 | Rejected-AOC being L3 |
| 4 | L4₹4.9 L+₹90,725 (22.8%)Rejected-AOC IV 356 RAMANTHALI PAYYANUR KANNUR DIST KERALA 670308 | PAYYANUR | KANNUR | KERALA | 670308 | ₹4.9 L+₹90,725 (22.8%) | L4 | Rejected-AOC being L4 |
| 5 | L5₹4.9 L+₹91,187.80 (22.9%)Rejected-AOC JJ BHAVAN TC 10 1378 2 GN 31 CHENCHERY ROAD NALACHIRA PO TRIVANDRUM 695 015 | TRIVANDRUM | THIRUVANANTHAPURAM | KERALA | 695015 | ₹4.9 L+₹91,187.80 (22.9%) | L5 | Rejected-AOC being L5 |
Tender Value
₹5.5 L
EMD Value
₹11,000
Closing Date
6 Feb 2023, 6:00 pmClosed
AGE I Cannanore
AGE I Cannanore HQ Hospital Kannur PO 670017
Special repair in replacement of GI pipe line to UPVC pipe line at JCOs mess area, DCP Qtr area and Butchery pump house at Mily station Kannur under AGE (I) Cannanore.
2023_MES_574175_1
8254
Open Tender
Civil Works - Water Works
Item Rate
180 days
Cannanore
Category E a (ii)
8 documents required · 8 mandatory
₹500
Yes
AGE I Cannanore
₹11,000
Yes
10 Mar 2023
10 Jan 2023
10 Feb 2023
11 Jan 2023
6 Feb 2023
24 Jan 2023
11 Jan 2023 - 17 Jan 2023
Amount
Excavating in trenches n.exc. 1.5m wide and n.exc. 1.5m in depth for laying water pipe and n exc 10sqm on plan and getting out in soft loose soil for laying pipe line etc all as specified and directed.
Returning and filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick with soil obtained from excavation all as directed
Removing excavated materials (soil) to a distance n exceeding 50m and depositing where directed at a level 1.5m above starting point all as specified and directed.
Taking down rusted GI/PVC water tubing 25mm bore and connections from the walls/trenches/roof and making good the disturbed surface all as directed.
All as per item No 4 here in before but 40mm bore all as specified and directed.
All as per item No 4 here in before but 50mm bore all as specified and directed.
All as per item No 4 here in before but 80mm bore all as specified and directed.
Supply, laying, jointing and testing high pressure UPVC, SCH 40, 25mm bore pipe, of pressure rating 10Kgf/cm2 including UPVC fittings such as bends, elbows, tees, reducers, short pieces, connectors, back nuts, caps, plugs, etc; laid in trenches all as specified and directed.
All as per item No 8 here in before but 40mm bore all as specified and directed.
All as per item No 8 here in before but 50mm bore all as specified and directed.
All as per item No 8 here in before but 80mm bore all as specified and directed.
Supply and fixing in replacement UPVC gate valve/Ball valve with handle, pressure rating 10Kgf/cm2, of 25mm bore all as specified and directed.
All as per item No 12 here in before but 40mm bore all as specified and directed.
All as per item No 12 here in before but 50mm bore all as specified and directed.
Supply and fix cast iron sluice valve 80mm bore, flanged type, steel spindle, heavy duty, class PN 1.6, conf to IS 14846 hand wheel operated, short body and iron wheel, fixed complete with rubber gasket joints including nuts & bolts, washers complete etc including taking out old unserveceable sluice valve all as specified and directed.
M & L for construction of valve chamber 900x900x600mm with PCC (1:4:8), type D2 using 40mm graded stone aggregate for foundation, laterite stone masonry, built in cement mortar (1:4), plastering with cement mortar 10mm thick inside and outside 3.15mm thick MS sheet cover framed with angle iron 40mm x 40mm x 6mm thick and locking arrangement, painting to steel surfaces with two coats of anti-corrosive paint over one coat of red-oxide zinc chrome primer including necessary excavation and earth work, including demolition of existing damaged valve chambers and removing rubbish outside MD land complete all as specified and directed.
M & L for construction of valve chamber 1200x1200x900mm with PCC (1:4:8), type D2 using 40mm graded stone aggregate for foundation, laterite stone masonry, built in cement mortar (1:4), plastering with cement mortar 10mm thick inside and outside 3.15mm thick MS sheet cover framed with angle iron 40mm x 40mm x 6mm thick and locking arrangement, painting to steel surfaces with two coats of anti-corrosive paint over one coat of red-oxide zinc chrome primer including necessary excavation and earth work, including demolition of existing damaged valve chambers and removing rubbish outside MD land complete all as specified and directed.
Cutting the existing hard standing/ bituminous road surfaces for laying cable / GI pipe etc and providing plain cement concrete (1:4:8) ,type D2,using 40 mm graded stone aggregate for filling road cuttings surfaces and making good the disturbed surfaces all as specified and directed. Note : Excavation required below paving/road shall be measured and paid seperately.
Sreekrupa Enterprises
VIJAY ENTERPRISES
M/S V ASSOCIATES
JEETH CONSTRUCTION
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