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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹6.2 CrAccepted-AOC | ₹6.2 Cr | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹6.9 Cr+₹71.7 L (11.6%)Rejected-AOC | ₹6.9 Cr+₹71.7 L (11.6%) | L-2 | Rejected-AOC L-2 |
| 3 | L-3₹7.1 Cr+₹87.5 L (14.1%)Rejected-AOC | ₹7.1 Cr+₹87.5 L (14.1%) | L-3 | Rejected-AOC l-3 |
| 4 | L-4₹7.2 Cr+₹1.0 Cr (16.7%)Rejected-AOC | ₹7.2 Cr+₹1.0 Cr (16.7%) | L-4 | Rejected-AOC L-4 |
| 5 | L-5₹7.2 Cr+₹1.0 Cr (16.9%)Rejected-AOC BALBEHRA VILLAGE BALBEHRA TEHSIL GUHLA KAITHAL 132027 | 132027 | ₹7.2 Cr+₹1.0 Cr (16.9%) | L-5 | Rejected-AOC L-5 |
| Sl No | Description | Qty | Unit | M/s ajit Construction co L8 | DHARAMPAL AND COMPANY L6 | pankaj kumar goyal L1 | CHAHAL CONSTRUCITON COMPANY L9 | Mukesh Kumar Contractor L5 | GURDEV SINGH CONTRACTOR L3 | KASHISH INTERNATIONAL L11 | Krishan Kumar, Contractor L10 | MS ASHOKA CONSTRUCTION COMPANY L7 | Ramehar Singh Govt. Contractor L4 | R.K EARTH MOVERS L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | [2.RM174] RM174. High intensity Micro prismatic grade Retro reflective sheeting Type XI as per IRC 67 2012 including pasting on board base [Rate] | 1,368 | Sqm | 1,869 ₹25,56,792 | 1,563 ₹21,38,184 | 1,100 ₹15,04,800 | 1,945.39 ₹26,61,293.52 | 2,000 ₹27,36,000 | 1,670 ₹22,84,560 | 2,012 ₹27,52,416 | 1,800 ₹24,62,400 | 500 ₹6,84,000 Lowest | 2,233 ₹30,54,744 | 1,800 ₹24,62,400 |
| 2.00 | [27.44.2]Drainage Spouts complete as per drawing no. SD/205 and MoRTandH MoRTandH specification clause 2705 with 6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) 2. For fixing in position [Through Rate] | 2,736 | NO. | 1,334 ₹36,49,824 | 1,249 ₹34,17,264 | 1,040 ₹28,45,440 | 1,387.82 ₹37,97,075.52 | 1,650 ₹45,14,400 | 1,190 ₹32,55,840 | 1,435 ₹39,26,160 | 1,200 ₹32,83,200 | 1,250 ₹34,20,000 | 1,000 ₹27,36,000 Lowest | 1,500 ₹41,04,000 |
| 3.00 | [34.10.1]Informatory sign board 600x600 rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 3 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012 [Through Rate] | 4 | Each | 3,431 ₹13,724 | 3,212 ₹12,848 | 2,000 ₹8,000 Lowest | 3,569.31 ₹14,277.24 | 4,097 ₹16,388 | 3,062 ₹12,248 | 3,691 ₹14,764 | 4,000 ₹16,000 | 3,200 ₹12,800 | 2,450 ₹9,800 | 2,900 ₹11,600 |
| 4.00 | [34.12.1]Advance Direction sign board 900x900 square as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012 [Through Rate] | 60 | Each | 8,365 ₹5,01,900 | 7,831 ₹4,69,860 | 3,500 ₹2,10,000 Lowest | 8,703.29 ₹5,22,197.4 | 9,990 ₹5,99,400 | 7,467 ₹4,48,020 | 9,001 ₹5,40,060 | 6,000 ₹3,60,000 | 9,000 ₹5,40,000 | 7,000 ₹4,20,000 | 7,000 ₹4,20,000 |
| 5.00 | [34.19.2]Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67- 2012. 2. Using high intensity Microprismatic grade retro reflective Sheeting Class B as per IRC 67 2012 [Through Rate] | 50 | Each | 2,693 ₹1,34,650 | 2,521 ₹1,26,050 | 1,500 ₹75,000 Lowest | 2,801.78 ₹1,40,089 | 2,422 ₹1,21,100 | 2,403 ₹1,20,150 | 2,898 ₹1,44,900 | 2,500 ₹1,25,000 | 3,200 ₹1,60,000 | 1,500 ₹75,000 Lowest | 2,300 ₹1,15,000 |
| 6.00 | [34.2.2]Cast in Situ Cement Concrete M 20 Kerb with Channel
Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 2. Using Concrete Batching and Mixing Plant [Through Rate] | 27,360 | Per Metre | 314 ₹85,91,040 | 294 ₹80,43,840 | 260 ₹71,13,600 Lowest | 326.7 ₹89,38,512 | 350 ₹95,76,000 | 277 ₹75,78,720 | 338 ₹92,47,680 | 320 ₹87,55,200 | 600 ₹1,64,16,000 | 325 ₹88,92,000 | 350 ₹95,76,000 |
| 7.00 | [34.32.1]Metal Beam Crash Barrier 1. Type - A, "W" : Metal Beam Crash Barrier
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 [Through Rate] | 26,200 | Per Metre | 2,375 ₹6,22,25,000 | 2,230 ₹5,84,26,000 | 1,880 ₹4,92,56,000 Lowest | 2,504.7 ₹6,56,23,140 | 2,050 ₹5,37,10,000 | 2,127 ₹5,57,27,400 | 2,590 ₹6,78,58,000 | 2,550 ₹6,68,10,000 | 2,100 ₹5,50,20,000 | 2,145 ₹5,61,99,000 | 1,950 ₹5,10,90,000 |
| 8.00 | [34.33]Road Markers/Road Stud with Lense Reflector Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm up to a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 [Through Rate] | 4,560 | Nos. | 268 ₹12,22,080 | 251 ₹11,44,560 | 160 ₹7,29,600 | 279.66 ₹12,75,249.6 | 200 ₹9,12,000 | 237 ₹10,80,720 | 289 ₹13,17,840 | 280 ₹12,76,800 | 140 ₹6,38,400 Lowest | 155 ₹7,06,800 | 250 ₹11,40,000 |
| 9.00 | [34.4.2]Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports including three year outdoor weathering test report for sheeting tested in India condition from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 2. Using high intensity Microprisomatic grade retro reflective Sheeting Class B as per IRC 67 2012 [Through Rate] | 50 | Each | 2,734 ₹1,36,700 | 2,769 ₹1,38,450 | 3,000 ₹1,50,000 | 3,077.95 ₹1,53,897.5 | 3,533 ₹1,76,650 | 2,614 ₹1,30,700 | 3,183 ₹1,59,150 | 3,000 ₹1,50,000 | 3,300 ₹1,65,000 | 2,850 ₹1,42,500 | 2,500 ₹1,25,000 Lowest |
| 10.00 | [6.42]Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing. [Through Rate] | 40 | Each | 366 ₹14,640 | 343 ₹13,720 | 400 ₹16,000 | 381.59 ₹15,263.6 | 438 ₹17,520 | 324 ₹12,960 Lowest | 395 ₹15,800 | 400 ₹16,000 | 500 ₹20,000 | 325 ₹13,000 | 438 ₹17,520 |
Tender Value
₹9.5 Cr
EMD Value
₹19.1 L
Closing Date
10 May 2025, 5:00 pmClosed
Savit Kumar Pannu
PD Panipat
Providing Thrie Crash beam barrier on Munak Delhi road from Sewah to Dhindar upto Panipat District Boundary (Road ID 9960) along CLC RD 0 to 13680 in Distt Panipat.
2025_HRY_442733_1
20250B059A04 54C4 4C3D 890E 6F671E0BE79A646BAR
Open Tender
Civil Works
Works
270 days
SEWAH DHINDAR
3 documents required · 3 mandatory
₹20,000
₹19.1 L
Yes
Karnal
11 Aug 2025
25 Apr 2025
12 May 2025
25 Apr 2025
10 May 2025
25 Apr 2025
1 May 2025
Amount
[2.RM174] RM174. High intensity Micro prismatic grade Retro reflective sheeting Type XI as per IRC 67 2012 including pasting on board base [Rate]
[27.44.2]Drainage Spouts complete as per drawing no. SD/205 and MoRTandH MoRTandH specification clause 2705 with 6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) 2. For fixing in position [Through Rate]
[34.10.1]Informatory sign board 600x600 rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 3 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012 [Through Rate]
[34.12.1]Advance Direction sign board 900x900 square as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012 [Through Rate]
[34.19.2]Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67- 2012. 2. Using high intensity Microprismatic grade retro reflective Sheeting Class B as per IRC 67 2012 [Through Rate]
[34.2.2]Cast in Situ Cement Concrete M 20 Kerb with Channel Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 2. Using Concrete Batching and Mixing Plant [Through Rate]
[34.32.1]Metal Beam Crash Barrier 1. Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 [Through Rate]
[34.33]Road Markers/Road Stud with Lense Reflector Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm up to a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 [Through Rate]
[34.4.2]Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports including three year outdoor weathering test report for sheeting tested in India condition from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 2. Using high intensity Microprisomatic grade retro reflective Sheeting Class B as per IRC 67 2012 [Through Rate]
[6.42]Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing. [Through Rate]
Reinfoced Cement concrete M-25 grade village board of standard design, fixing in position, including painting and priting etc complete as per PWD Specifications, minimum reinforcement 16 kg, Embedded in Ground upto 55 cm in M-15 Concrete foundation 600x700x145 as per Haryana PWD Specification (HSR 34.27.5)
R.K EARTH MOVERS (BID ID -1258104)
GURDEV SINGH CONTRACTOR (BID ID -1258256)
Ramehar Singh Govt. Contractor (BID ID -1258246)
Mukesh Kumar Contractor (BID ID -1258177)
DHARAMPAL AND COMPANY (BID ID -1258287)
MS ASHOKA CONSTRUCTION COMPANY (BID ID -1258170)
M/s ajit Construction co (BID ID -1258358)
CHAHAL CONSTRUCITON COMPANY (BID ID -1258243)
Krishan Kumar, Contractor (BID ID -1256214)
KASHISH INTERNATIONAL (BID ID -1258420)
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