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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.3 LAccepted-AOC 145H 2G AQAMA MODEL APARTMENT LUKERGANJ PRAYAGRAJ UTTAR PRADESH | PRAYAGRAJ | UTTAR PRADESH | 211001 | L1 | Accepted-AOC being L1 | |
| 2 | L2₹41.7 L+₹48,588 (1.18%)Rejected-Finance NEAR RAZZAQ FARM DEVPUR DEVKA POST OFFICE KATHGANIA HALDWANI DISTRICT NAINITAL U K | L2 | Rejected-Finance Other Than L1 | |
| 3 | L3₹41.9 L+₹64,587 (1.57%)Rejected-Finance 37 205 A 2 A 1 BUNDHU KATRA GWALIOR ROAD AGRA 282001 | AGRA | UTTAR PRADESH | 282001 | L3 | Rejected-Finance Other Than L1 | |
| 4 | L4₹56.8 L+₹15.5 L (37.6%)Rejected-Finance PREM SAROVAR HOTEL NAINITAL 263 001 UTTARAKHAND | NAINITAL | UTTARAKHAND | 263001 | L4 | Rejected-Finance Other Than L1 |
Tender Value
₹43 L
EMD Value
₹86,000
Closing Date
30 Nov 2023, 6:00 pmClosed
CWE AF BAREILLY
HQ CWE AF BAREILLY- 243002
PROVN OF UNIT RUN CANTEEN (URC) AT AF STATION BHOWALI
2023_MES_623468_1
81365/E8
Open Tender
Civil Works
Lump-sum
270 days
AF STN BHOWALI
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
AGE(I) AF Bhowali
₹86,000
Yes
10 Jan 2024
16 Oct 2023
2 Dec 2023
16 Oct 2023
30 Nov 2023
18 Nov 2023
16 Oct 2023 - 26 Oct 2023
Amount
SCHEDULE A PART I (BUILDING WORKS) (To be Quoted by Contractor)
Lump sum price worked out by the contractor for BUILDING WORKS, as listed in Sch ‘A’ Part- I on Srl Page No. 21 of tender
NOTE: Schedule ‘A’ Part II to VIII under Ser No. 2.10 to 2.70 are Prepriced by MES.
Lump sum price worked out by the Contractor for “INTERNAL ELECTRIFICATION WORKS” as listed in Schedule ‘A’ Part-IIon Srl Page No. 25(R) of tender
Lump sum price worked out by the Contractor for “INTERNAL WATER SUPPLY WORKS” as listed in Schedule ‘A’ Part-III on Srl Page No. 27 of tender
Lump sum price worked out by the Contractor for “SEWAGE DISPOSAL WORKS” as listed in Schedule ‘A’ Part-IV on Srl Page No. 30 of tender
Lump sum price worked out by the Contractor for “AREA DRAINAGE WORKS” as listed in Schedule ‘A’ Part-V on Srl Page No. 32 of tender
Lump sum price worked out by the Contractor for “EXTERNAL WATER SUPPLY WORKS” as listed in Schedule ‘A’ Part-VI on Srl Page No. 33 of tender
Lump sum price worked out by the Contractor for “EXTERNAL ELECTRIFICATION WORKS” as listed in Schedule ‘A’ Part-VII on Srl Page No. 35 of tender
Lump sum price worked out by the Contractor for “SITE CLEARANCE & DEVELOPMENT WORKS” as listed in Schedule ‘A’ Part-VIII on Srl Page No. 36 of tender
SCHEDULE `A' PART - IX MISC B/R & E/M ITEMS is not prepriced by MES and prepriced rates indicates 0.0 under column 6 signified this fact only.( to be quoted by the contractor)
SEWAGE DISPOSAL SUPPLY WORKS
M & L for construction of septic tank for 10 users as per TD Drg 217 Sh 1/2 including necessary earth work in excavation in any type of soil, plain concrete 1:2:4 type B2 (using 40mm graded crushed aggregate) as in foundation brick work in cement mortar 1:4 , reinforced cement concrete in M-25 (Design Mix) as in slab cover including pre-cast manhole cover slab having 8 mm dia TMT bar reinforcement @7mm c/c & 6mm thick mild steel plate embedded all around of cover slab , 15mm thick plaster in cement sand mortar in 1:4 on wall, vent shaft, sludge chamber RCC baffle wall returning filling and removal etc complete all as shown on drawings & as specified. Note : - (i) Please refer Drg No HQ LKO Zone Drg No TD 217 1/2 for Excavation and earth work in ordinary soil, foundation in PCC 1:2:4 brick work in CM 1:4 including , RCC slab covers , including RCC pre cast manhole cover having 6mm plate embedded all around /fiber reinforced cover with angle iron frame vent shaft and sludge chambers. (ii) excavating materials will used to fill up the old septic tank etc complete for 10 users.
M & L for constuction of soakage well for 1.80 mtr dia internal dia and 3.0 m (effective depth) as per TD Drg No. 576 Sh 1/2 and 2/2 including necessary excavation in earth work in any of soil plain cement concrete 1:3:6 type C-2 (using 40 mm graded stone aggregate ) as in foundation brick work in cement mortar 1:4 in walls and honey combed brick wall, reinforced cement concrete M-25 (disign mix) as in slab cover including pre-cast cover slab having 8mm dia TMT bar reinforced plain cement concrete band and dwarf wall, form work to sides and soffits of RCC slab and filling with brick bats loose filling and excavating material will used to fill up the old soakage well complete all specified and shown in drawing TD No-576 sheet No 1/2 and 2/2.
M/s RK JOSHI&SONS
Jain construction co
Ramsons
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