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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.4 LAccepted-AOC | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹15.2 L+₹47,510 (3.22%)Rejected-Finance 30 INDUSTRIAL AREA KOKAR RANCHI 834004 JHARKHAND | RANCHI | JHARKHAND | 834004 | L2 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 3 | L3₹18.4 L+₹3.6 L (24.6%)Rejected-Finance | L3 | Rejected-Finance OTHER THAN LOWEST BIDDER |
Tender Value
₹20 L
EMD Value
₹40,000
Closing Date
22 Jul 2023, 6:00 pmClosed
GE (AF) Amla
GE (AF) Amla, Amla Depot Distt Betul (MP) 460553
REPAIR TO STONE/BRICK MASONRY TOE WALL DWARF WALL NAT/VIFT AND TRAVERSES STONE PITCHING AND EARTH FILLING AT AFS AMLA
2023_MES_607375_1
8547/E8 of 2023-24
Open Tender
Coal Works
Item Rate
274 days
GE (AF) Amla
As per Tender Documents
8 documents required · 8 mandatory
₹500
GE (AF) Amla
₹40,000
Yes
16 Sept 2023
30 Jun 2023
28 Jul 2023
30 Jun 2023
22 Jul 2023
10 Jul 2023
Amount
Demolition of Brickwork or stone/boulder masonry, built in cement lime mortar or cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles.
M&L Fly ash brick 75 kg/cmsq compressive strength. old size , in slaight or curved on pian exc. 6 metre mean radius built in cement mortar 1:6 complete all as specified.
Ditto as per item No. 2 but except bricks. Note : All type bricks retrieved from item No. 01 will be used under this item.
M&L for boulder pitching ,grouted with cement and sand mortar 1:6 with random rubble complete all as directed.
Ditto as per Item No. 04 but except stone grouted with cement and sand mortar 1:6 with random rubble complete all as directed.
M&L walling of random rubble, uncoursed ,well bonded,bedded and solidly hearted,built in cement mortar 1:6 all as specified and direcetd.
Ditto as per item No. 06 but except stone built in cement mortar 1:6 all as specified and direcetd.
M&L for raised pointing to random rubble masonary built in CM 1:4 including racking out joints in existing stone masonry complete all as specified and directed.
M & L for rendering 15mm thick plaster in CM (1:4) on other than fair faces of brick work or stone masonry surfaces.
Demolition of cement concrete un reinforced of any description & any position and disposing of the rubbish materials in low lying areas of defence land all as specified and as directed.
M&L for PCC 1:4:8 type D-2, using 40mm graded stone agreaget as in foundation filling and mass concrete complete all as specified.
M&L PCC 1:2:4 type B1 (using 20 mm graded stone aggregate) in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for . water troughs and the like including necessary form work, weathering, slightly rounded or chamfered angles and throating, as directed
M&L for preparing new surfaces of walls and applying two coat of cement base paint over a coat of primer as per manufacturers instruction including use of scaffoldings complete all as specified and directed.
Supply & Fix PVC soil, waste and rain water (SWR) drainage pipes 110mm bore PVC (SWR) pipes in any length , laid in trenches Including taking down pipe complete all as specified and directed.
M&L for broken stone or boulders Hand packing (any thickness) at back of walls over arches, etc. and raising (or lowering) to the required level
Excavating over areas, n exc 1.5 m deep and getting out in soft/loose soil
Ditto as per item No. 16 but exc 1.5 m and not exc 3.0m
Forming embankments including raising (or lowering ) earth/sand-saw dust mix, spreading in layers n exc.30cm thick ; ,ramming and finishing to required size,shape,etc, n exc.1.5m high from base.
All as per item No. 18 here-in-before, but height exc.1.50 M but n.exc. 3.00 M.
Removing excavated material n exc. 50 m and depositing where directed at level not exc. 1.5 m above the starting point.
Supply only screened river sand and saw dust mixed in proportion 1:4 (1 part saw dust and 4 part sand) for forming embankments of firing ranges, including depositing and stacking the same complete all as directed. Note :- (i) For payment punned thickness only will be measured. (ii) Mixing of sand and saw dust shall be carried out at site under supervision of Engineer-in-Charge to ensure the said proportion.
Note:- The amount against the Schedule of Credit mentioned in the tender document shall be deducted from the total amount quoted against Sch 'A' while deriving the Contract Sum for Acceptance.
Raj Construction
M/S TEJ SINGH SOLANKI
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