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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.0 LAccepted-AOC C O PRAMOD KUMAR SHAH BUS STAND NANDPRAYAG NANDPRAYAG CHAMOLI UTTARAKHAND 246429 | NANDPRAYAG | CHAMOLI | UTTARAKHAND | 246429 | L1 | Accepted-AOC BEING LOWEST BIDDER | |
| 2 | L2₹30.4 L+₹29,860 (0.99%)Rejected-Finance DH 101 DEEN DAYAL NAGAR MAHARAJPUR GWALIOR 474020 MP | GWALIOR | MADHYA PRADESH | 474020 | L2 | Rejected-Finance Not lowest bidder | |
| 3 | L3₹30.5 L+₹35,340 (1.17%)Rejected-Finance 41 MORAR ENCLAVE GOLA KA MANDIR MORAR GWALIOR MP PIN 474005 | GWALIOR | GWALIOR | MADHYA PRADESH | 474005 | L3 | Rejected-Finance Not lowest bidder | |
| 4 | L4₹31.8 L+₹1.6 L (5.47%)Rejected-Finance MAHALAXMI ENCLAVE OPPOSITE SLP COLLEGE MORAR GWALIOR MP | GWALIOR | GWALIOR | MADHYA PRADESH | L4 | Rejected-Finance Not lowest bidder | |
| 5 | L5₹34.1 L+₹3.9 L (13.0%)Rejected-Finance A 13 SURI NAGAR NEAR SLP COLLEGE MORAR GWALIOR 474006 MP | GWALIOR | MADHYA PRADESH | 474006 | L5 | Rejected-Finance Not lowest bidder |
| Sl No | Description | Qty | Unit | M/S SANJAY AGARWAL L1 | Ravi Associates L3 | M/s Bijender Singh L2 | M.S. ENGINEERS L4 | M/S YOGANSH CONSTRUCTION CO. L6 | BEHL CONSTRUCTION CO L7 | M/s KGN Builders L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Taking out existing CC interlocking paver blocks /kerb stone from footpath/ central verge,including removal of rubbish etc., disposal of unserviceablematerial to the dumping ground for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 2,232 | Sqm | 30 ₹66,960 | 20 ₹44,640 Lowest | 26 ₹58,032 | 20 ₹44,640 Lowest | 145 ₹3,23,640 | 50 ₹1,11,600 | 115 ₹2,56,680 |
| 2.00 | Demolition of Concrete (Unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) including removing demolished material from site complete all as specified. | 112 | Cum | 300 ₹33,600 | 350 ₹39,200 | 170 ₹19,040 | 300 ₹33,600 | 215 ₹24,080 | 100 ₹11,200 | 52 ₹5,824 Lowest |
| 3.00 | Excavation over areas n exc 1.5m deep and getting out in any type of soil complete all as specified and directed. | 80 | Cum | 300 ₹24,000 | 150 ₹12,000 Lowest | 325 ₹26,000 | 200 ₹16,000 | 165 ₹13,200 | 200 ₹16,000 | 189 ₹15,120 |
| 4.00 | Removing excavated material n exc 50m and depositing where directed at a level n exc 1.5m above the starting point all as specified and directed. | 191 | Cum | 100 ₹19,100 | 150 ₹28,650 | 80 ₹15,280 | 90 ₹17,190 | 135 ₹25,785 | 100 ₹19,100 | 53 ₹10,123 Lowest |
| 5.00 | M & L for PCC ( 1:4:8 ) D2 Using 40 mm graded crushed stone aggregate in foundaion, filling & mass concrete all as specified and directed. | 138 | Cum | 1,500 ₹2,07,000 Lowest | 2,250 ₹3,10,500 | 1,700 ₹2,34,600 | 2,400 ₹3,31,200 | 2,150 ₹2,96,700 | 3,500 ₹4,83,000 | 3,209 ₹4,42,842 |
| 6.00 | M& L for Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m in cement mortar in 1:4 all as specified and directed. | 31 | Cum | 4,500 ₹1,39,500 | 4,800 ₹1,48,800 | 4,400 ₹1,36,400 | 4,700 ₹1,45,700 | 5,200 ₹1,61,200 | 4,500 ₹1,39,500 | 3,794 ₹1,17,614 Lowest |
| 7.00 | Providing, cement concrete (Type B0 1:2:4 using 12.5 mm crushed stone aggregate) as in roof kerbs or mud stops, rounded or chamfered on edges 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, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed | 3.5 | Cum | 4,500 ₹15,750 | 5,500 ₹19,250 | 4,400 ₹15,400 Lowest | 4,500 ₹15,750 | 4,500 ₹15,750 | 6,500 ₹22,750 | 4,439 ₹15,536.5 |
| 8.00 | M&L for Rendering 15mm thick in C M 1:4 on fair faces of brick work or concrete surfaces and finshing even and smooth complete without using extra cement all specified and directed by Engineer in charge. | 132 | Sqm | 200 ₹26,400 | 170 ₹22,440 | 260 ₹34,320 | 200 ₹26,400 | 180 ₹23,760 | 145 ₹19,140 | 143 ₹18,876 Lowest |
| 9.00 | M & L for preparation of new plastered surfaces of walls and applying two coats of cement based paint all as over a coat of primer completed all as specified and directed. | 132 | Sqm | 30 ₹3,960 Lowest | 40 ₹5,280 | 44 ₹5,808 | 30 ₹3,960 Lowest | 30 ₹3,960 Lowest | 110 ₹14,520 | 59 ₹7,788 |
| 10.00 | M and L for reinforced cement concrete (nominal mix) Type B1 1:2:4 ( 20 mm graded/crushed stone aggregate) as in retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilaster and buttresses | 27 | Cum | 6,000 ₹1,62,000 | 5,000 ₹1,35,000 | 4,400 ₹1,18,800 Lowest | 5,200 ₹1,40,400 | 7,000 ₹1,89,000 | 7,000 ₹1,89,000 | 4,489 ₹1,21,203 |
Tender Value
₹43.5 L
EMD Value
₹87,000
Closing Date
12 Mar 2026, 6:00 pmClosed
SHRI ANIL KUMAR, IDSE, SE, CWE
HQ CWE JHANSI
ALTERATION TO FOOTPATH AND ROAD FURNITURE AT SHIVAJI ROAD UNDER GE GWALIOR
2026_MES_753025_1
CWE/JHA/GWL/TOKEN/116 OF 2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
GWALIOR
AS PER NIT AND TENDER DOCUMENTS
9 documents required · 9 mandatory
₹500
GE GWALIOR
₹87,000
Yes
30 Mar 2026
17 Feb 2026
14 Mar 2026
17 Feb 2026
12 Mar 2026
4 Mar 2026
Taking out existing CC interlocking paver blocks /kerb stone from footpath/ central verge,including removal of rubbish etc., disposal of unserviceablematerial to the dumping ground for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
Demolition of Concrete (Unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) including removing demolished material from site complete all as specified.
Excavation over areas n exc 1.5m deep and getting out in any type of soil complete all as specified and directed.
Removing excavated material n exc 50m and depositing where directed at a level n exc 1.5m above the starting point all as specified and directed.
M & L for PCC ( 1:4:8 ) D2 Using 40 mm graded crushed stone aggregate in foundaion, filling & mass concrete all as specified and directed.
M& L for Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m in cement mortar in 1:4 all as specified and directed.
Providing, cement concrete (Type B0 1:2:4 using 12.5 mm crushed stone aggregate) as in roof kerbs or mud stops, rounded or chamfered on edges 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, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed
M&L for Rendering 15mm thick in C M 1:4 on fair faces of brick work or concrete surfaces and finshing even and smooth complete without using extra cement all specified and directed by Engineer in charge.
M & L for preparation of new plastered surfaces of walls and applying two coats of cement based paint all as over a coat of primer completed all as specified and directed.
M and L for reinforced cement concrete (nominal mix) Type B1 1:2:4 ( 20 mm graded/crushed stone aggregate) as in retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilaster and buttresses
M and L for 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 TMT bars
M and L for formwork to rough finished surfaces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter
M & L Hardcore of broken stone or stone boulders of gauge n. exc. 63 mm deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface
Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design, of any size shape, & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern laid 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 through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand.
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 (1 cement: 3 coarse sand), 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.
Supply and fixing in repair metal tubular dealineator 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 directed
M&L for preparation of new painted surface of any description exceeding 10cm width or girth and applying two coat of plastic emulsion paint over concrete kerb stone surface in strips of colour code black/white/yellow complete all as specified and directed
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