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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.1 LAccepted-AOC D NO 3 9 560 P 17 E ROAD NO 4 SRI BALAJI NAGAR MANSOORABAD HYDERABAD 500068 | HYDERABAD | MEDCHAL MALKAJGIRI | TELANGANA | 500068 | ₹39.1 L | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹44.4 L+₹5.4 L (13.8%)Rejected-Finance SECUNDERABAD | WARANGAL | TELANGANA | 506350 | ₹44.4 L+₹5.4 L (13.8%) | L2 | Rejected-Finance Other than L1 |
| 3 | L3₹44.7 L+₹5.7 L (14.6%)Rejected-Finance | ₹44.7 L+₹5.7 L (14.6%) | L3 | Rejected-Finance Other than L1 |
| 4 | L4₹45.0 L+₹6.0 L (15.3%)Rejected-Finance | ₹45.0 L+₹6.0 L (15.3%) | L4 | Rejected-Finance Other than L1 |
| 5 | L5₹48.6 L+₹9.5 L (24.4%)Rejected-Finance | ₹48.6 L+₹9.5 L (24.4%) | L5 | Rejected-Finance Other than L1 |
Tender Value
₹43.2 L
EMD Value
₹86,460
Closing Date
7 Mar 2024, 6:00 pmClosed
CWE (ARMY) SECUNDERABAD
Commander Works Engineers Mudfort, MES Office Complex Secunderabad-500 003
PROVISION OF RATION STORES WITH STORAGE RACK IN 1 TRG BN 1 EME CENTRE UNDER GE(NORTH) SECUNDERABAD
2024_MES_638109_1
84572
Open Tender
Civil Works
Lump-sum
180 days
Secunderabad
As per NIT
7 documents required · 7 mandatory
₹500
GE (North) Secunderabad
₹86,460
Yes
10 May 2024
18 Jan 2024
14 Mar 2024
18 Jan 2024
7 Mar 2024
22 Feb 2024
Amount
Schedule 'A' Part - I (BUILDINGS AND STRUCTURES) This Schedule (contains under mentioned Sl. item No. 1.01) is not prepriced by MES and the prepriced rate indicated in Col - 5 as `0.00 indicates this fact only.The tenderer is required to quote their rates in Column 6.
Lumpsum price worked out by the contractor for Construction of Storage accommodation in Single storey with permanent specification with Load bearing wall using PCC blocks Masonry, RCC framed structure and roof, ATT, Roof Treatment using APP Membrane etc., complete all as shown on drawings and as per specification.
Lump sum price worked out by the Contractor for “EXCAVATION, EARTH WORK AND SITE CLEARANCE” as listed in Schedule ‘A’ Part - II representing _______ % ______________ percent Above / Below the lump sum price of `1,65,129.95 inserted by the MES in Schedule ‘A’ Part - II
Lump sum price worked out by the Contractor for “ROAD WORK ” as listed in Schedule ‘A’ Part - III representing __________ % ____________ percent Above / Below the lump sum price of ` 4,10,195.40 inserted by the MES in Schedule ‘A’ Part - III
Lump sum price worked out by the Contractor for “ PATH ” as listed in Schedule ‘A’ Part - IV representing __________ % ____________ percent Above / Below the lump sum price of ` 5,64,985.15 inserted by the MES in Schedule ‘A’ Part - IV
Lump sum price worked out by the Contractor for "AREA DRAINAGE” as listed in Schedule ‘A’ Part - V representing _______ % __________________ percent Above / Below the lump sum price of `1,85,746.74 inserted by the MES in Schedule ‘A’ Part - V
Lump sum price worked out by the Contractor for "INTERNAL ELECTRIFICATION” as listed in Schedule ‘A’ Part - VI representing _______ % __________________ percent Above / Below the lump sum price of `84,304.26 inserted by the MES in Schedule ‘A’ Part - VI
Lump sum price worked out by the Contractor for “ EXTERNAL ELECTRIC SUPPLY ” as listed in Schedule ‘A’ Part - VII representing ______ % _________________ percent Above / Below the lump sum price of `34,842.12 inserted by the MES in Schedule ‘A’ Part - VII
Schedule 'A' Part - VIII This Schedule is not prepriced by MES and the prepriced rate indicated in Col - 5 as `0.00 indicates this fact only.The tenderer is required to quote their rates in Column 6. This Schedule constitutes Sl. Item No. 9.00 to 10.00
EXTERNAL ELECTRIC SUPPLY Earthing complete with galvanised steel earth plate electrode 60cm x60cm x6mm thick buried directly in ground earth pit not less than 2.25 mtr deep below normal ground level ) with top edge of plate not less than 1.5m below ground level, connecting to the Galvanised iron earth lead 4mm dia, by means of nuts, bolts, check nuts and washer etc of galvanised iron and earth lead protected by provision of GI pipe light grade 15mm bore from earth elelctrode to DBs/main switch incl provn of concrete pit in PCC (1:2:4) type B-1 using 20mm graded stone agagregates with 40mm thick cover of RCC (1:2:4) reinforced with XPM (weight not less than 4Kg/Sqm) and frame of angle iron 25 x 25x6mm with lugs 2 Nos and with 6mm dia MS bar handle made to shape, GI pipe light grade 20mm bore pipe for watering perforated at bottom 1.75 mtr long placed on top edge of earth plate, common salt and charcoal filling test POINT made out of Bronze/Gun metal with fixing arrangement, funnel, wire mesh and earth work in hard/dense soil, returning in and removal of surplus soil to a distance not exceeding 50mtr, all as per electrical plate No 5 of SSR Part-I and connection to earth test POINT all as specified incl testing on completion. Note :- Item of Earthing includes cost of 7.5m long galvanised iron earth lead 4mm size and protection pipe of 15mm bore GI light grade,complete all as specified and directed.
S&F outdoor MS box with locking arrangement of size 500x500x300mm thick with 2mm thick powder coated consisting 4 no's aluminum Bus bars of 100 Amps capacity shall be fixed with PVC / Porelain insulators and necessary drilling in bus bar for incoming and outgoing cable connections and TPN, 415 volts, 40 Amps adjustable type 1 No MS box shall be fixed with angle iron of size 50x50x10mm thick of length 1.5mtrs long -2 No's including excavation and fixing arrangements and necessary paint to angle iron 2 coat paint over on 1 coat red oxide paint.
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