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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹60.2 LAccepted-AOC | L-1 | Accepted-AOC Lowest bid for the subject work. | |
| 2 | L-2₹88.5 L+₹28.3 L (46.9%)Rejected-Finance 84 A VIJAY NAGAR COLONY LALGHATI PO NAYAPURA BHOPAL 462032 | 462032 | L-2 | Rejected-Finance other than the lowest bidder |
| Sl No | Description | Qty | Unit | Vee kay construction L1 | POONAM ELECTRIC INDUSTRY L2 |
|---|---|---|---|---|---|
| 1.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm and exc 50mm deep but n exc 100mm deep complete all as spd and directed. | 87 | 10 Sqm | 45 ₹3,915 Lowest | 81 ₹7,047 |
| 2.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area n exc 400 sqm and exc 50mm deep but n exc 100mm deep complete all as spd and directed. | 22 | 10 Sqm | 45 ₹990 Lowest | 81 ₹1,782 |
| 3.00 | Rolling and consolidating road formation surfaces and watering with power roller 8 to 12 tonne power roller incl filling hollow and depressions which occurs during the process of rolling complete all as specified and directed | 109 | 10 Sqm | 18 ₹1,962 Lowest | 18 ₹1,962 Lowest |
| 4.00 | 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 | 41 | 10 Sqm | 477 ₹19,557 Lowest | 801 ₹32,841 |
| 5.00 | M&L for 100 mm thick Granular sub base (GSB) layer of shingle or gravel, spread, rolled and consolidated to gradient and camber required complete all as specified and directed | 111 | 10 Sqm | 1,170 ₹1,29,870 Lowest | 1,800 ₹1,99,800 |
| 6.00 | M&L for Laying and compacting 150 mm thick (compacted thickness) in two layers 75mm each Wet Mix Macadam (WMM) grading as petable 400-13 of MaRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber complete all as specified and directed.
Note: The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013 | 157 | 10 Sqm | 1,800 ₹2,82,600 Lowest | 20,205 ₹31,72,185 |
| 7.00 | M & L for applying tack coat on existing bituminous, cement concrete or primed granular surface to ensure a bond between the surface being paved and the overlaying course with paving bitumen Grade VG-10 at the rate of 8 kg per 10 sqm of surface complete all as specified and as directed. | 190 | 10 Sqm | 180 ₹34,200 | 144 ₹27,360 Lowest |
| 8.00 | Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with air compresser machine to remove all loose dirt etc. complete all as specified and as directed. | 883 | 10 Sqm | 54 ₹47,682 Lowest | 63 ₹55,629 |
| 9.00 | M & L for applying tack coat on existing bituminous, cement concrete or primed granular surface to ensure a bond between the surface being paved and the overlaying course with paving bitumen Grade VG-10 at the rate of 3 kg per 10 sqm of surface complete all as specified and as directed. | 883 | 10 Sqm | 180 ₹1,58,940 | 144 ₹1,27,152 Lowest |
| 10.00 | M & L for semi dense asphaltic concrete 30 mm (compacted thickness) using graded crushed stone aggregate premixed with binder (paving grade bitumen VG-30 grade) @ 5.5% by weight of total mix & hydraulic lime filler, rolled and compacted to required camber and gradient complete all as specified and as directed.
Note :- (i) Semi dense concrete shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper. | 883 | 10 Sqm | 2,340 ₹20,66,220 Lowest | 2,907 ₹25,66,881 |
Tender Value
₹79.5 L
EMD Value
₹1.4 L
Closing Date
9 Feb 2026, 6:00 pmClosed
Col Pawan Kumar, CWE
Headquarters, Commander Works Engineer, Bhopal, Military Engineer Services, SI Line, Bhopal, Pin Code - 462001 (Madhya Pradesh)
SPL REPAIR TO RD ALONGWITH RD FURNITURE IN 7 GARH RIF, DSOI AND CERTAIN OTHER NEARBY LOC IN SI LINES UNDER GE BHOPAL
2026_MES_748110_1
84159/E8
Open Tender
Civil Works
Item Rate
180 days
Bhopal
AS PER NIT CONDITION
7 documents required · 7 mandatory
₹1,000
Yes
GE Bhopal
₹1.4 L
Yes
11 Mar 2026
12 Jan 2026
11 Feb 2026
12 Jan 2026
9 Feb 2026
4 Feb 2026
12 Jan 2026 - 4 Feb 2026
Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm and exc 50mm deep but n exc 100mm deep complete all as spd and directed.
Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area n exc 400 sqm and exc 50mm deep but n exc 100mm deep complete all as spd and directed.
Rolling and consolidating road formation surfaces and watering with power roller 8 to 12 tonne power roller incl filling hollow and depressions which occurs during the process of rolling complete all as specified and directed
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
M&L for 100 mm thick Granular sub base (GSB) layer of shingle or gravel, spread, rolled and consolidated to gradient and camber required complete all as specified and directed
M&L for Laying and compacting 150 mm thick (compacted thickness) in two layers 75mm each Wet Mix Macadam (WMM) grading as petable 400-13 of MaRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber complete all as specified and directed. Note: The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013
M & L for applying tack coat on existing bituminous, cement concrete or primed granular surface to ensure a bond between the surface being paved and the overlaying course with paving bitumen Grade VG-10 at the rate of 8 kg per 10 sqm of surface complete all as specified and as directed.
Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with air compresser machine to remove all loose dirt etc. complete all as specified and as directed.
M & L for applying tack coat on existing bituminous, cement concrete or primed granular surface to ensure a bond between the surface being paved and the overlaying course with paving bitumen Grade VG-10 at the rate of 3 kg per 10 sqm of surface complete all as specified and as directed.
M & L for semi dense asphaltic concrete 30 mm (compacted thickness) using graded crushed stone aggregate premixed with binder (paving grade bitumen VG-30 grade) @ 5.5% by weight of total mix & hydraulic lime filler, rolled and compacted to required camber and gradient complete all as specified and as directed. Note :- (i) Semi dense concrete shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper.
M & L for bituminous macadam not exceeding 75 mm thickness (compacted thickness) using hot mix plant and mechanical paver with 4% binder (paving grade bitumen VG-30 grade) content by weight of total mix, rolled and compacted with power roller 8 to 10 tonnes to required camber and gradient complete all as specified and as directed. Note :- (i) Bituminous macadam shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper.
Repair to potholes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) complete all as specified and directed
Taking down and keep in safe custudy solar cat's eyes/reflactive type cat's eyes complete all as specified and directed
Refixing only solar cat's eyes making hole in road surface and fixing with screw/ nails and approved adhesive (after repair of road work) as per procedure recommended by the manufacturer complete all as specified and directed
Refixing only reflactive type cat's eyes with approved adhesive and screw/ nails (after repair of road work) as per procedure recommended by the manufacturer complete all as specified and directed
S&F Cat eye retro reflective type of metal body alloy of size 120mm x 110mm x 24mm with PAMA striplens reflector fixed with and incl MS stud of suitable size as per manufactures instructions complete all as specified and as directed.
S&F Solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono crystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. complete all as specified and as directed.
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard dense soil complete all as specified and directed
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft disintegrated rock complete all as specified and directed
Demolition of Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) and removing outside MD land complete all as specified and directed.
M & L cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete to be laid in required slope complete all as specified and directed.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed
S&F Providing and laying 60mm thick rubber moulded factory made chamfered edge cement concrete glossy finish paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer and filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed
S&F Providing and laying 80mm thick rubber moulded factory made chamfered edge cement concrete glossy finish paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer and filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed
M&L for cement concrete 1:2:4 type B1 as in copings, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed including neccessary formwork complete all as specified and directed
S&F metal tubular delineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti-theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and as 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.
M&L for preparation of new concrete surfaces and applying two coats of synthetic enamel paint (approved color and pattern), not otherwise described, over 10cm width or girth complete all as specified and directed
M&L for preparation of old concrete surfaces and applying one coats of synthetic enamel paint (approved color and pattern), not otherwise described, over 10cm width or girth complete all as specified and directed
S&F Road convex mirror outdoor type made of polycorbonate of size 1000mm (overall dia) including MS tube 80mm dia and thickness 3mm as per IS 1161:2012 and 1.5m length above GL (minimum) for mounting of mirror incl two coat of synthetic enamel paint over a coat of primer on steel tube of approvd color and pattern and embedding 300mm below GL with PCC M15 (nominal mix) (using 20mm graded stone aggregate) in foundation of size 400x400x400mm and removal of excavated spoil outside MD land complete all as specified and directed
S&F ABS made pre coloured (Black/ Yellow) Road speed bump of size 335x245x132mm (overall min size of 01 piece) jointed with inter-lock, raised 50-60mm height from road level after installation fixed with nails as per manufacturers instructions including road cutting in required width and length complete all as specified and directed
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