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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 CrAccepted-AOC | ₹7.9 Cr | L1 | Accepted-AOC Being Lowest and found reasonable |
| 2 | L2₹8.1 Cr+₹22.1 L (2.80%)Rejected-Finance OPP SHRI NAVNIKETAN H S SCHOOL CHHOLA KANCHI BHOPAL M P | BHOPAL | MADHYA PRADESH | 462010 | ₹8.1 Cr+₹22.1 L (2.80%) | L2 | Rejected-Finance Not Being lowest |
| 3 | L3₹8.9 Cr+₹1.0 Cr (13.0%)Rejected-Finance | ₹8.9 Cr+₹1.0 Cr (13.0%) | L3 | Rejected-Finance Not Being lowest |
| 4 | L4₹8.9 Cr+₹1.0 Cr (13.2%)Rejected-Finance | ₹8.9 Cr+₹1.0 Cr (13.2%) | L4 | Rejected-Finance Not Being lowest |
| 5 | L5₹10.5 Cr+₹2.6 Cr (32.7%)Rejected-Finance | ₹10.5 Cr+₹2.6 Cr (32.7%) | L5 | Rejected-Finance Not Being lowest |
Tender Value
₹12.6 Cr
EMD Value
₹9.5 L
Closing Date
30 Jan 2024, 6:00 pmClosed
Chief Engineer , Bhopal Zone, MES Bhopal
HQ , Chief Engineer , Bhopal Zone, Military Engineer Services, Bhopal-462001
PROVN OF AREA DRAINAGE AT BAIRAGARH MILITARY STATION UNDER GE BHOPAL
2023_MES_632655_1
CA NO. CEBZ / BPL / TOKEN / 07 OF 2023-24
Open Tender
Civil Works
Item Rate
365 days
Bhopal
Please refer Tender documents.
4 documents required · 4 mandatory
₹3,000
Garrison Engineer Bhopal
₹9.5 L
Bhopal
6 May 2024
14 Dec 2023
1 Feb 2024
14 Dec 2023
30 Jan 2024
15 Jan 2024
22 Dec 2023
Amount
Note: (i) Please refer Schedule 'A' notes before quoting the tender. (ii) Amount of Schedule of credit shall be deducted off line by the department.
M&L for cement concrete 1:4:8 type D-2 (using 40 mm graded stone agg) as in foundation , sub base concrete complete all as specified and directed.
M&L for RCC, M-25 (Design Mix) using 20 mm aggregate as walls, drains, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses, complete all as specified and as directed.
M&L Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed.
M & L for Brickwork with fly ash bricks, straight or curved on plan exc 6 m mean radius, built in cm 1:4 complete all as specified and directed.
M&L for rendering 10 mm thick in CM 1:4 on fair faces of brick work , finished even and smooth without using extra cement.
M&L for rendering 5 mm thick in CM 1:4 on fair faces of concrete surfaces, finished even and smooth without using extra cement.
M&L for cement concrete type B-0, 1:2:4 (12.5 mm graded stone agg) as in coping, benching etc for drain bed, edges of paver block and similar works, complete all as specified and directed.
Removing of excavated soil material exc 250 m but n.exc 500 m and depositing where directed
Returning, filling any type in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed.
Earth work in all kind of soil excavation by mechanical means (Hydraulic excavator) means over areas (exc. 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and as directed.
Earth work in all kind of soil excavation by mechanical means (Hydraulic excavator) means over areas (exc. 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift from 1.5m to 3.0m depth, complete all as specified and as directed.
M & L RCC , M-25 (Design Mix) using 20mm graded aggregate in foundation, raft complete, plinth beam complete all as specified and as directed.
M & L Form work for rough finished surfaces of concrete measured flat for foundation and Footing & plinth beam complete all as specified and directed
M & L Form work for rough finished surfaces of concrete measured flat as in wall, retaining wall, abutmemnts complete all as specified and directed
M&L for RCC, M-30 (design mix) using 20 mm graded stone aggregate as in walls, retaining walls, basement walls, etc. complete all as specified.
M&L for mild steel TMT bars 6 to 8mm dia and over cut to length bent to shape required including crancking bending spirally for hooping and including mild steel wire (annealed) not less than 0.9 M dia or securing with clips complete all as specified and directed.
M & L Moorum / red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed.
S & F 75mm PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors, complete all as specified and directed.
M&L for RCC, M-30 (design mix) using 20 mm graded stone aggregate as in Slabs supported on walls, beams and columns in floors, roofs, etc. complete all as specified and as directed.
M & L Form work for rough finished surfaces of concrete measured flat as in as soffits of suspended slabs such as roof slabs, floor slabs not exceeding 200mm thick (Horizontal or sloping) complete all as specified and directed
M & L Cement concrete (1:3:6), Type-C1 (20 mm graded aggregate) in surface channels and drains, complete all as specified and directed.
Supply only Integral waterproofing compound, complete all as specified and as directed.
Removing excavated material exc. 0.50 km but n exc. 1.50 km and depositing where directed.
Rough excavtion not eceeding 1.5 m deep and getting out in soft / disinegrated rock, complete all as specified and as directed.
M &L for 150mm thick (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required, complete all as specified and directed.
Preparing un surfaced WBM surfaces by brushing with wire brushes and removing caked mud etc sweeping with brooms and finally faning the ceaned surfaces with gunny bags to remove all lose dirt etc and applying evenly a tack coat of paving bitumen (VG- 10) @ 10 Kgs per 10 sqm and M &L for laying bituminous asphaltic semi dense concrete carpeting 40mm consolidated thickness with 5.5% binder content (paving bitumen) by weight of total mix, paving bitumen of VG-30 grade laid/spread uniformly by means of mechinial paver over WBM surface and rolled with 8 to 12 tonne power roller to required camber and gradient complete all as specified and directed.
M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed.
Demolition for Cement Concrete (Unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level), complete all as specified and directed.
Demolition for Brick work or stone/boulder masonry, built in cement mortar or cement lime mortar, complete all as specified and directed.
Removing Cement Concrete in ground floors & pavings to a distance exc. 500m but n. exc. 1.5 KM and depositing where complete all as specified and directed. (Note : For meaning of 'Per Load' pl refer MES SSR Pt -II (2020) Section-21)
Cleaning of Mud / Vegetation / Debris / any type of dirt in drain (RR masonry / Brick masonry / RCC or any type) and removing spoil to exc 100 m and n. exc. 200 m depth in bairagarh Mil Stn, complate all as specified and directed. NOTE : For measurement purpose the initial levels of mud / debris in drains shall be taken before execution through BOO ordered by GE.
M&L for hand packing , loose, filling with aggregate of gauge 40 to 80 mm of broken stone with MS wire mesh netting of galvanised sheet complete all as specified and directed. NOTE : Netting shall be measure & paid separately.
Materials only for wire netting of galvanised steel wire of 0.71 mm dia & 20 mm mesh size, complete all as specified and directed
NIHAL ENTERPRISES
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