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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 LAccepted-AOC 140 DEORISINGHPURA RANIPUR JHANSI JHANSI UTTAR PRADESH 284205 UDYAM UP 39 0007853 | JHANSI | UTTAR PRADESH | 284205 | L1 | Accepted-AOC VALID | |
| 2 | L2₹11.0 L+₹91,524 (9.10%)Rejected-Finance | L2 | Rejected-Finance NOT BEING LOWEST | |
| 3 | L3₹11.7 L+₹1.6 L (16.1%)Rejected-Finance R G BARUAH ROAD NEAR SHIV MANDIR GUWAHATI AIRPORT GUWAHATI 781015 | KAMRUP METRO | ASSAM | 781015 | L3 | Rejected-Finance NOT BEING LOWEST | |
| 4 | L4₹12.0 L+₹1.9 L (19.0%)Rejected-Finance NURSERY SCHOOL 1 SECTOR 33 SUNCITY KURUKSHETRA ROAD KAITHAL 136027 HARYANA | KAITHAL | KAITHAL | HARYANA | 136027 | L4 | Rejected-Finance NOT BEING LOWEST | |
| 5 | L5₹13.8 L+₹3.8 L (37.3%)Rejected-Finance | L5 | Rejected-Finance NOT BEING LOWEST |
Tender Value
₹10 L
EMD Value
₹20,000
Closing Date
4 Jan 2021, 6:00 pmClosed
GE (AF) SURATGARH
GE (AF) SURATGARH
REPAIR OF DRAINAGE FOOTPATH AND APPROACH PATH IN TECH AREA AT AF STATION SURATGARH
2020_MES_401391_1
8839/E8
Open Tender
Civil Works
Item Rate
180 days
GE (AF) SURATGARH
AS PER TENDER DOCUMENTS
10 documents required · 10 mandatory
₹500
Yes
GE (AF) SURATGARH
₹20,000
Yes
17 Feb 2021
7 Dec 2020
6 Jan 2021
7 Dec 2020
4 Jan 2021
21 Dec 2020
Amount
BOQ (REPAIR OF DRAINAGE/FOOTPATH AND APPROACH PATH IN TECH AREA AT AF STATION SURATGARH)
Demolition of Brickwork or stone/boulders masonry built in cement mortar complete all as specified and as directed by the Engr-in-charge
M&L for brick work with sub class 'B' bricks(old size bricks) straight or curved on plan exc 6 m mean radius built in cm 1 : 4 with and including weep holes in brick work complete all as specified and directed .
M&L for brickwork with sub class 'B' bricks , straight or curved on plan not exc 6m mean radius (except brick) built in cement mortar 1:4, complete all as specified and directed by Engineer-in-Charge. Note: Servicable bricks retrived from serial item No 01 above shall be used after proper cleaning and washing of old bricks.
M&L for PCC 1:4:8 type D-2(using 40mm graded stone aggregate)as in foundation , filling and mass concrete all as specified and directed by Engineer-in-Charge.
Demolition of cement concrete unreinforced in (below or above ground level) ground floors and paving not exceeding 15cm thickness and removal of rubbish in low lying area complete all as specified and directed by Engineer-in-Charge.
M&L for Plain cement concrete (1:2:4) type B-1, using 20mm graded stone aggregate as in coping, bands etc like incl weathering, slightly rounded or chamfered throating as directed incl form work (straight or curved) and finish all exposed surface facing of concrete, complete all as specified and directed by Engineer-in-Charge.
M&L for PCC 1:2:4 type B-2 using 40mm graded aggregate in surface channel and drains complete all as specified and directed by Engineer-in-Charge.
Extra for forming fair finished drain or channel 30cm inner girth in cement concrete,using extra cement, incl forms, moulds, mitred / stopped ends etc complete all as specified and directed by Engineer-in-Charge.
Extra for forming fair finished drain or channel for 25mm girth or part thereof over or under 30cm inner girth in cement concrete,using extra cement, incl forms, moulds, mitred / stopped ends etc complete all as specified and directed by Engineer-in-Charge.
Demolition of cement concrete pavement surface in any description and in any position not otherwise specifically provided for complete all as specified and directed by Engineer-in-Charge.
M&L for laying dry fine graded sand spread levelled as per design over DLC surface complete all as specifed and as directed by Engineer-in-Charge.
Providing 400 micron polythene film as per IS-2508 laid over sand layer including all necessary cutting, overlaps not less than 300mm and wastage complete all as specified and as directed by Engr-in-charge. Note:- Sand layer measured and paid separately.
M&L for pavement quality cement concrete work in pavement of flexural strenth 45kg/Sqm using minimum 400kg of cement/cum as per design mix includig mixing of non circular polyester fibre @ 1kg/Cum all as per design mix laid and finished by using fixed form work of steel of approved size shall be used with prior approval of GE complete all as specified and directed by Engr-in-charge. Note:- (1) supply of polyester non-circular fibre as secondary reinforced shall be measured and paid separately (2). All joints shall be cut through machine only. (3). In the event of increase in cement content as per design mix , nothing extra shall be admissible and quoted & belting shall be carried out strictly as per laid down by manufacturer of slip form paver .
Supply only non circular polyster fiber as secondary reinforcement with circumcircle diameter 30-35 micron design for melting point 240-260 degree celcius and having of 1.34 to 1.4 recron (recron 3s from reliance) @ 500gm/Cum of concrete complete all as specified and directed by Engineer-in-Charge.
Contract Amount shall be derived after affecting the amount of Schedule of Credit in General Summary on serial page No 15 of tender documents.
CAPITAL CONTRACTOR AND SUPPLIER
M/S VISHNU ENTERPRISES
M/S GODARA CONSTRUCTION CO.
H S BUILDERS
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